{"id":1482,"date":"2017-08-22T22:54:34","date_gmt":"2017-08-22T19:54:34","guid":{"rendered":"https:\/\/bakiacil.com\/?p=1482"},"modified":"2021-08-17T00:39:18","modified_gmt":"2021-08-16T21:39:18","slug":"delgi-ve-enjeksiyon-isleri","status":"publish","type":"post","link":"https:\/\/bakiacil.com\/en\/delgi-ve-enjeksiyon-isleri.html","title":{"rendered":"Delgi ve Enjeksiyon i\u015fleri"},"content":{"rendered":"<h2>&nbsp;<span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Baraj, g\u00f6let, reg\u00fclat\u00f6r, santral, y\u00fckleme havuzu, cebri boru, pompa istasyonu, kanal, t\u00fcnel, galeri vb su yap\u0131lar\u0131n\u0131n \u00f6n inceleme, planlama, kesin proje, uygulama ve kontrol\u00fc a\u015famalar\u0131 ile ilgili olarak;<\/span><br \/>\n<\/span><\/h2>\n<p><!--more--><\/p>\n<h2>1 . 1. K a p s a m<\/h2>\n<ul>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">temel kayas\u0131n\u0131n \u00f6zelliklerini belirlemek,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">yap\u0131lar\u0131n oturaca\u011f\u0131 temelin su ge\u00e7irimsizli\u011fini sa\u011flamak ve yeralt\u0131 suyunun kald\u0131rma<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">etkisini en aza indirmek,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">temelin ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc art\u0131rmak,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">beton bloklar aras\u0131ndaki derzleri t\u0131kamak,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">yeralt\u0131 yap\u0131lar\u0131n\u0131n beton kaplamas\u0131 ile kaya, \u00e7elik boru ve beton aras\u0131ndaki ve<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">kaya\u00e7taki do\u011fal bo\u015fluklar\u0131 doldurmak, vb. ama\u00e7lar i\u00e7in;<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">y\u00fczeyden ve yeralt\u0131ndan her t\u00fcrl\u00fc ak\u0131tma ara\u015ft\u0131rma, drenaj, ankraj bulon vb.<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">deliklerin delinmesi,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">delgi i\u015flemi s\u0131ras\u0131nda karot ve \u00f6rnek al\u0131nmas\u0131, gerekli deneylerin yap\u0131lmas\u0131,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">deliklerin uygun y\u00f6ntem ve kar\u0131\u015f\u0131mla enjekte edilmesi,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">delgi ve enjeksiyon ekipman ba\u011flant\u0131lar\u0131n\u0131n kurulmas\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">malzemelerin depolanmas\u0131, korunmas\u0131, malzeme ve kar\u0131\u015f\u0131mlar \u00fczerinde uygun deneylerin yap\u0131lmas\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">kar\u0131\u015f\u0131mlar\u0131n d\u00fczenlenmesi, i\u015flenmesi, kuyu ba\u015f\u0131na iletilip istenen kademeye bas\u0131lmas\u0131,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">i\u015f s\u0131ras\u0131nda ve sonras\u0131nda gerekli temizli\u011fin yap\u0131lmas\u0131,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">enjeksiyonu bitmi\u015f kuyular\u0131n uygun malzeme ile t\u0131kanmas\u0131,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">i\u015f s\u0131ras\u0131nda gerekli kay\u0131tlar\u0131n tutulmas\u0131,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">etkin delgi ve enjeksiyonun sa\u011flanmas\u0131 i\u00e7in gerekli t\u00fcm \u00f6nlemlerin al\u0131nmas\u0131,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">delgi ve enjeksiyon raporlar\u0131n\u0131n haz\u0131rlanmas\u0131 vbg i\u015fler yerine getirilecektir.<\/span><\/li>\n<\/ul>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>Standartlar<\/strong><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\">\u0130dare&#8217;ce onaylanm\u0131\u015f delgi ve enjeksiyon \u015fartnameleri ile ilgili di\u011fer \u015fartnameler ve TSE, ASTM, DIN ve benzeri \u0130dare&#8217;nin uygun g\u00f6rd\u00fc\u011f\u00fc standartlara uyulacakt\u0131r.<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211;&nbsp;&nbsp;&nbsp;&nbsp;Delgi ve enjeksiyon ekipman\u0131 benzer i\u015fler \u00fczerinde yeterlili\u011fi saptanm\u0131\u015f bir modelde, i\u015fin gecikmesine neden olmayacak bir h\u0131zda ve i\u015fletme kapasitesinde olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<h2>2 . 1 EK\u0130PMAN<\/h2>\n<ul>\n<li><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Olas\u0131 ar\u0131zalara kar\u015f\u0131 i\u015f yerinde \u0130dare&#8217;nin belirleyece\u011fi tip, kapasite ve miktarda<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">yedek ekipman haz\u0131r bulundurulacakt\u0131r.<\/span><br \/>\n<\/span><\/li>\n<li style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Ekipman\u0131n her bir par\u00e7as\u0131 maksimum delgi ve enjeksiyon bas\u0131nc\u0131n\u0131n en az 5 kat\u0131 bas\u0131nca dayanacak \u00f6zellikte olacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Yeralt\u0131 bo\u015fluklar\u0131 i\u00e7inde delgi ve enjeksiyon ekipman\u0131 olarak i\u00e7ten yanmal\u0131 motor ve makine kullan\u0131lmayacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Ekipman ve d\u00fczenlemeler, emniyet ve di\u011fer y\u00f6nlerden yerel ve resmi kural ve kanunlara uygun olacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcm delgi ve enjeksiyon i\u015flerinde okuma aral\u0131klar\u0131 \u015fartname bas\u0131n\u00e7lar\u0131na g\u00f6re belirlenen ayarl\u0131 tip bas\u0131n\u00e7 \u00f6l\u00e7erler (Automatic Pressure Relief Valve) kullan\u0131lacak ve do\u011fruluklar\u0131 periyodik olarak kontrol edilecektir.<\/span><\/span><\/li>\n<li style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kuyu ba\u015f\u0131 ile ana ve ara enjeksiyon istasyonu aras\u0131ndaki haberle\u015fme kesintisiz olarak sa\u011flanacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u0130\u015fe ba\u015flamadan \u00f6nce delgi ve enjeksiyon ekipman ve personel listesi ile i\u015f ta\u015ferona yapt\u0131r\u0131lacaksa \u0130dare&#8217;nin isteyece\u011fi ta\u015feron belgeleri \u0130dare&#8217;ye sunularak onay al\u0131nacakt\u0131r.<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<h2 style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\">2 . 1 . 1 Delgi Ekipman\u0131<br \/>\n<\/span><\/h2>\n<ul>\n<li style=\"margin-left: 23pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Yeralt\u0131nda kullan\u0131lacak ekipman\u0131n tahrik motorlar\u0131 susturucu veya ses izole edici<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">aksamla donat\u0131lacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 23pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Sond\u00f6r, yard\u0131mc\u0131 personel gibi ki\u015filerden olu\u015fan ekip benzer i\u015fler \u00fczerinde yeterlili\u011fi belgelenmi\u015f deneyimli elemanlardan olu\u015facakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 23pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&nbsp;Delgi makineleri proje ve \u015fartnamelerde belirtilen \u00e7ap ve derinlikte, karotlu veya karotsuz; her t\u00fcrl\u00fc e\u011fim, do\u011frultu, yer, zemin, kaya ve e\u011fik d\u00fczlemde \u00e7al\u0131\u015fabilecek \u00f6zelliklerde olacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 23pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Ara\u015ft\u0131rma ve kontrol ama\u00e7l\u0131 delgilerde elmas matkap u\u00e7lu, su sirk\u00fclasyonlu, rotary<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">tip delgi ekipman\u0131 kullan\u0131lacak, di\u011fer her t\u00fcr delgi y\u00f6ntemi i\u00e7in \u0130dare&#8217;nin onay\u0131 <\/span><\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">al\u0131nacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 23pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Al\u00fcvyon, yumu\u015fak ve zay\u0131f zemin ve\/veya kaya ortamlar\u0131nda yap\u0131lacak delgi i\u015flemlerinde de\u011fi\u015fik delgi y\u00f6ntemleriyle (ters sirk\u00fclasyon, odeks, tubeks vb) \u00e7al\u0131\u015fabilen delgi makineleri idarenin onay\u0131 ile kullan\u0131lacakt\u0131r.<\/span><\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"> .<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>2 . 1 . 2 Enjeksiyon Ekipman\u0131<\/strong><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Enjeksiyon ekipman\u0131 en az 30 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">lik bir i\u015fletme kapasitesinde olacakt\u0131r. \u0130\u015fletme kapasitesinin de\u011fi\u015ftirilmesinde idarenin onay\u0131 al\u0131nacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&nbsp;Ekipman; \u00e7imentonun % 100&#8217;\u00fc kum i\u00e7eren kar\u0131\u015f\u0131mlar\u0131 kar\u0131\u015ft\u0131r\u0131c\u0131, \u00e7alkalay\u0131c\u0131, pompalay\u0131c\u0131 ve enjekte edici \u00f6zelliklerde olacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Y\u00fcklenici gerekli durumlarda har\u00e7 pompalar\u0131 temin edecektir.<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015ft\u0131r\u0131c\u0131 ve \u00e7alkalay\u0131c\u0131lar (mikser, tank, ajitat\u00f6r vb) y\u00fcksek d\u00f6nme h\u0131zl\u0131 (en az <\/span><\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">1000 devir\/dakika), kolloidal tipte, kar\u0131\u015f\u0131m maddelerini s\u00fcspansiyon halde tutacak, dakika ba\u015f\u0131na pompalar\u0131n rand\u0131man\u0131n\u0131n en az \u00fc\u00e7 kat\u0131na e\u015fit ve en az 200 1itrelik bir kapasitede olacak, idarenin uygun g\u00f6rece\u011fi tart\u0131 ve kontrol ama\u00e7l\u0131 \u00f6l\u00e7\u00fcm aletleriyle donat\u0131lacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u0130dare&#8217;nin isteyece\u011fi yerlerde eletronik kumandal\u0131 kar\u0131\u015f\u0131m haz\u0131rlama ana istasyonu kullan\u0131lacak, kar\u0131\u015f\u0131m sarfiyat\u0131 ve uygulanan bas\u0131n\u00e7lar ana, ara ve kuyu ba\u015f\u0131 istasyonlar\u0131nda otomatik olarak kaydedilecektir.<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015f\u0131m malzemeleri ve kar\u0131\u015f\u0131m\u0131n kalite kontrol\u00fcn\u00fc yapmak amac\u0131yla \u0130dare&#8217;nin belirleyece\u011fi alet ve ekipman enjeksiyon istasyonlar\u0131nda ve \u015fantiye laboratuar\u0131nda kullan\u0131ma haz\u0131r durumda bulundurulacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Bas\u0131n\u00e7 kontrol\u00fc ve kesintisiz kar\u0131\u015f\u0131m sa\u011flanmas\u0131 i\u00e7in gerekli olabilecek vanalar, ayarl\u0131 bas\u0131n\u00e7 \u00f6l\u00e7erler, bas\u0131nca dayan\u0131kl\u0131 hortumlar, her t\u00fcrl\u00fc alet ve aksesuar i\u015f ba\u015f\u0131nda olacakt\u0131r. Kar\u0131\u015f\u0131m da\u011f\u0131t\u0131m hatt\u0131n\u0131n i\u00e7 \u00e7ap\u0131 ve uzant\u0131lar\u0131, maximum de\u015farj kapasitesinde t\u0131kanmaya neden olmayacak boyutta olacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015ft\u0131r\u0131c\u0131, \u00e7alkalay\u0131c\u0131 ve pompa giri\u015f ve \u00e7\u0131k\u0131\u015flar\u0131na; \u00e7imento ve bentonit \u015ferbetleri i\u00e7in 50 No&#8217;lu (0.297 mm), kumlu \u015ferbetler i\u00e7in 8 No&#8217;lu (2.38 mm) elek\/filtre yerle\u015ftirilecektir.<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u0131ka\u00e7 (packer, obturator) boyutlar\u0131 delik \u00e7ap\u0131na uygun olacak ve maksimum bas\u0131n\u00e7 alt\u0131nda su s\u0131zd\u0131rmayacakt\u0131r.<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>2 . 1 . 3 Ge\u00e7irgenlik (Permeability) Deneyi Ekipman\u0131<\/strong><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Ge\u00e7irgenlik deneyleri ekipman\u0131, enjeksiyon ekipman\u0131yla ayn\u0131 veya benzer esaslarda olacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Pompa, bas\u0131n\u00e7 \u00f6l\u00e7er, boru, vana vbg ekipman, en az 30 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">lik bas\u0131nc\u0131 <\/span><\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">sa\u011flayacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Su pompas\u0131 10 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">lik bir \u00e7al\u0131\u015fma bas\u0131nc\u0131 alt\u0131nda 300 litre\/dak de\u015farj kapasiteli, \u00e7ift tesirli dubleks veya tripleks tipte olacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Su saatleri \u00f6l\u00e7\u00fcm hassasiyeti litre derecesinde olacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Ge\u00e7irgenlik deneylerinde otomatik bas\u0131n\u00e7 kaydediciler kullan\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h2>3 . 1 DELG\u0130<\/h2>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon, temel ara\u015ft\u0131rma, piyezometre, drenaj, bulon, ankraj vbg delikler her t\u00fcrl\u00fc zemin ve kayada, idarenin onaylad\u0131\u011f\u0131 ekipman ve y\u00f6ntemlerle; projesinde belirtilen her t\u00fcrl\u00fc e\u011fik d\u00fczlemden, y\u00fczey veya yeralt\u0131 yap\u0131lar\u0131 i\u00e7inden; istenen esas, yer, y\u00f6n, e\u011fim, derinlik ve \u00e7apta a\u00e7\u0131lacak, deneyler ve i\u015flemler yap\u0131lacak ve te\u00e7hiz edilecek; maksimum \u00f6rnek (karot ve\/veya sediman) al\u0131nmas\u0131 i\u00e7in gerekli \u00f6nlemler al\u0131nacak, delgiden al\u0131nan karot ve sediman \u00f6rnekler idarenin onaylad\u0131\u011f\u0131 \u015fekil ve boyuttaki karot sand\u0131klar\u0131nda muhafaza edilecek, karot sand\u0131klar\u0131n\u0131n renkli digital foto\u011fraflar\u0131 idareye sunulacak; aksi belirtilmedik\u00e7e delgi taban\u0131nda en d\u00fc\u015f\u00fck \u00e7ap karotlu temel ara\u015ft\u0131rma deli\u011finde 66 mm, karotsuz enjeksiyon deli\u011finde 56 mm, kontak ve konsolidasyon deliklerinde 46 mm olacak; aksi belirtilmedik\u00e7e en az 50 metrelik bir k\u0131s\u0131mdaki t\u00fcm enjeksiyon i\u015flemleri tamamlanmadan ve kullan\u0131lan kar\u0131\u015f\u0131m\u0131n priz alma s\u00fcresi dolmadan hi\u00e7 bir drenaj deli\u011fi delinmeyecek, deliklerin a\u00e7\u0131k olmas\u0131 sa\u011flanacak; delgi s\u0131ras\u0131nda dola\u015f\u0131m suyunun % 70 yada daha \u00e7o\u011fu geri gelmezse, bo\u015flu\u011fa girilirse, delgiyi zorla\u015ft\u0131racak oranda artezyen veya y\u0131k\u0131nt\u0131l\u0131 b\u0131r zonla kar\u015f\u0131la\u015fl\u0131rsa delgi durdurulup idarenin talimat\u0131na uygun i\u015flemler yap\u0131lacak; proje ve \u015fartnamesinde veya \u0130dare taraf\u0131ndan belirtilen kuyularda idarenin onaylad\u0131\u011f\u0131 ekipmanla, kuyu derinli\u011fine ba\u011fl\u0131 olarak her 50 m&#8217;de en az 2 farkl\u0131 seviyede sapma \u00f6l\u00e7\u00fcm\u00fc yap\u0131lacak, kuyu sapmas\u0131n\u0131 \u00f6nlemek amac\u0131yla gerekli \u00f6nlemler al\u0131nacak, aksi belirtilmedik\u00e7e \u00f6l\u00e7\u00fcm aleti delikleri d\u0131\u015f\u0131ndaki deliklerin teorik pozisyonlar\u0131ndan sapmas\u0131 uzunluklar\u0131n\u0131n % 3&#8217;\u00fcn\u00fc a\u015fmayacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p><a href=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/08\/enjeksiyon-bulonu.jpg\" data-lbwps-width=\"1024\" data-lbwps-height=\"768\" data-lbwps-srcsmall=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/08\/enjeksiyon-bulonu.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-medium wp-image-1584\" src=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/08\/enjeksiyon-bulonu-300x225.jpg\" alt=\"\" width=\"300\" height=\"225\"><\/a><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 2 Delgi Y\u00f6ntemleri<\/strong><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 2 . 1 El Burgusu \u0130le Delgi<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Bu y\u00f6ntem, bir el burgusunun d\u00f6nd\u00fcr\u00fclerek zemine sokulmas\u0131 ve \u00e7\u0131kan zeminin incelenmesi amac\u0131yla kullan\u0131lacakt\u0131r. Zeminin y\u0131k\u0131nt\u0131 yapmas\u0131 veya yer alt\u0131 su seviyesi alt\u0131na inilmesi vb. durumlarda muhafaza borusu \u00e7ak\u0131lacakt\u0131r.<br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><strong>3 . 2 . 2 Motorlu Burgu \u0130le Delgi<\/strong><\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Orta sertlikteki zeminlerde uygulanan ve de\u011fi\u015fik tip burgular\u0131n motor g\u00fcc\u00fc ile d\u00f6nd\u00fcr\u00fclerek zemine sokulmas\u0131ndan olu\u015fan y\u00f6ntem moloz ve iri \u00e7ak\u0131ll\u0131 zeminlerde kullan\u0131lamaz.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 2 . 3 Zemine \u0130tilen Boru \u0130le Delgi<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Yumu\u015fak zeminlerde uygulanan ve kesici u\u00e7lu bir borunun zemine hidrolik bas\u0131n\u00e7la veya \u00e7ak\u0131larak itilmesinden olu\u015fan y\u00f6ntem \u00e7ak\u0131ll\u0131 zeminlerde, kayada ve yeralt\u0131 su tablas\u0131n\u0131n alt\u0131nda uygulanamaz.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 2 . 4 D\u00f6nel (Rotary)elgi<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Y\u00fcksek h\u0131zla d\u00f6nen elmas u\u00e7lu matkab\u0131n sert zemin veya kayay\u0131 kesme, yontma, \u00f6\u011f\u00fctme yoluyla ufalamas\u0131 ve olu\u015fan k\u0131r\u0131nt\u0131lar\u0131n dola\u015f\u0131m suyu yard\u0131m\u0131yla y\u00fczeye \u00e7\u0131kart\u0131lmas\u0131 veya karot al\u0131nmas\u0131 \u015feklinde olan y\u00f6ntemde karot y\u00fczdesi en az % 90 olacak; kirli dola\u015f\u0131m suyu, e\u011fri tij, a\u015f\u0131nm\u0131\u015f matkap vb kullan\u0131lmayacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 2 . 5 Darbeli Delgi<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">A\u011f\u0131r bir matkab\u0131n ard\u0131\u015f\u0131k darbeler ile zemini par\u00e7alamas\u0131 ve bu par\u00e7alar\u0131n dola\u015f\u0131m suyu, hava veya deli\u011fe sark\u0131t\u0131lan kova vas\u0131tas\u0131yla yukar\u0131 \u00e7\u0131kar\u0131lmas\u0131ndan olu\u015fan y\u00f6ntemdir. Enjeksiyon sondajlar\u0131nda d\u00f6nel darbeli sistemlerin kullan\u0131lmas\u0131 idarenin onay\u0131 ile kullan\u0131lacakt\u0131r. \u00d6rselenmemi\u015f \u00f6rnek almak gereken yerlerde kullan\u0131lmayacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><strong>3 . 3 Delgi Kay\u0131tlar\u0131<\/strong><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcm delgiler i\u00e7in vardiya delgi kartlar\u0131 tutulacakt\u0131r. Delgi raporlar\u0131 ile delgi kartlar\u0131nda \u0130dare&#8217;nin isteyece\u011fi di\u011fer bilgiler d\u0131\u015f\u0131nda \u015fu ayr\u0131nt\u0131lar olacakt\u0131r:<\/span><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kuyu yeri, numaras\u0131, kotu, koordinat\u0131, e\u011fimi, derinli\u011fi, \u00e7ap\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgi ba\u015flang\u0131\u00e7 ve biti\u015f tarihi, saati,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgi \u00e7e\u015fiti ve y\u00f6ntemi,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kullan\u0131lan tak\u0131m, matkap, karotiyer, paker, muhafaza borusu gibi malzemelerin <\/span><\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">cinsi, boyutlar\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Yeniden delgi varsa metreleri,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Dola\u015f\u0131m suyu \u00f6zellikleri, rengi, kayboldu\u011fu yerler ve y\u00fczdesi<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Birimlere g\u00f6re bask\u0131 devir de\u011ferleri ile kullan\u0131lan tak\u0131m ve matkaba g\u00f6re <\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">ilerleme h\u0131z\u0131 (dak\/m, saat\/m, g\u00fcn\/m cinsinden),<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Y\u0131k\u0131nt\u0131, bo\u015fluk, artezyen, yeralt\u0131suyu, killi seviye, bozuk zon, birim s\u0131n\u0131r\u0131 gibi ayr\u0131nt\u0131lar\u0131n metreleri,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Yap\u0131lm\u0131\u015fsa \u00f6zel delgilerin niteli\u011fi ve derinli\u011fi<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Karotlu kuyularda karot al\u0131namad\u0131\u011f\u0131 metrelerde kullan\u0131lan ekipman cinsi,devir ve bask\u0131 de\u011ferleri,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgi makinesi cinsi, sond\u00f6r ve firman\u0131n ad\u0131<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 7pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Arial;\"><strong>3 . 4 Delgilerde Yap\u0131lacak Testler ve \u0130\u015flemler<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgilerde yap\u0131lan deneyler i\u00e7in bkz. Jeoteknik Et\u00fct \u015eartnamesi.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 4 . 1 Karotlu Kuyularda Log Alma<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt; padding-left: 60px;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Ek A&#8217;da verilen <\/span>&#8220;<span style=\"font-size: 12pt;\">Delgi Logu Doldurma K\u0131lavuzu&#8221;na g\u00f6re karotlu her kuyunun logu haz\u0131rlanacak, t\u00fcm kuyular uygun \u00f6l\u00e7ekli ve ama\u00e7l\u0131 haritalara kot ve koordinatlar\u0131yla yerle\u015ftirilecek, enine ve boyuna jeolojik kesitlerde, blok diyagramlarda ayr\u0131nt\u0131lar\u0131yla ve yap\u0131sal s\u00fcreksizlikler dikkate al\u0131narak belirtilecektir.<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 4 . 2 \u00d6rnek Alma<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u0130ncelenecek birimi temsil eden \u00f6rnek alma i\u015flemleri, a\u015fa\u011f\u0131daki esaslar \u00e7er\u00e7evesinde ve\/veya yeni teknolojik geli\u015fmelere g\u00f6re ve \u0130dare&#8217;nin iste\u011fine uygun olarak \u00f6rnek al\u0131nacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>3 . 4 . 2 . 1 Kayada \u00d6rnek Alma<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong><em>3.4.2.1.1. Sediman \u00d6rnekler<\/em><\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Dola\u015f\u0131m suyu arac\u0131l\u0131\u011f\u0131 ile delik d\u0131\u015f\u0131na \u00e7\u0131kan k\u0131r\u0131nt\u0131 malzemeden derlenen sediman \u00f6rnekler her litoloji de\u011fi\u015fiminde ve\/veya her metrede bir al\u0131nacakt\u0131r.<br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong><em>3.4.2.1.2 Karot \u00d6rnekleri<\/em><\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Uygun ekipmanla donat\u0131lm\u0131\u015f d\u00f6nel (rotary) tip deliciler kullan\u0131larak istenilen kademeler ve\/veya t\u00fcm derinlikte karot al\u0131nacakt\u0131r. Dola\u015f\u0131m suyundan a\u015f\u0131nmayacak sertlikteki kayalarda tek t\u00fcpl\u00fc, yumu\u015fak kayalarda \u00e7ift t\u00fcpl\u00fc karotiyerler; Sert kayalarda elmas u\u00e7lu, yumu\u015fak kayalarda sertle\u015ftirilmi\u015f \u00e7elik u\u00e7lu ve u\u00e7tan su p\u00fcsk\u00fcrtmeli matkaplar kullan\u0131lacakt\u0131r. Karotlu delgilerde zamandan tasarruf sa\u011flayan wire-line tak\u0131mlar ye\u011flenecektir.<br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>3 . 4 . 2 . 2 Zeminden \u00d6rnek Alma<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong><em>3.4.2.2.1 \u00d6rselenmi\u015f \u00d6rnek Alma<\/em><\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; Sediman \u00f6rnekler; el bulgular\u0131 (Bailer, helezonik, Iwan, vb tipte) yada dola\u015f\u0131m suyu vas\u0131tas\u0131yla y\u00fczeye \u00e7\u0131kan k\u0131r\u0131nt\u0131lardan al\u0131nacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; SPT \u00f6rnekleri ; standart penetrasyon deneyi uyar\u0131nca her 1.5 metrede veya her litoloji de\u011fi\u015fiminde \u00f6rnek al\u0131nacakt\u0131r (Bak\u0131n\u0131z Jeoteknik Et\u00fct \u015eartnamesi).<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; Zemin s\u0131n\u0131flamas\u0131 yapmak amac\u0131yla hidrolik bas\u0131n\u00e7la ve\/veya a\u011f\u0131r bir \u015fahmerdanla zemine itilen borular (ince cidarl\u0131 \u00f6rnek al\u0131c\u0131lar) yard\u0131m\u0131yla \u00f6rnek al\u0131nacakt\u0131r. SPT \u00f6rnek alma seviyelerine &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; uyulmakla birlikte derinlikler amaca g\u00f6re de\u011fi\u015ftirilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; Denison tip \u00f6rnek al\u0131c\u0131s\u0131 ile \u00f6rselenmi\u015f \u00f6rnek al\u0131nacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>3 . 4 . 2 . 3 \u00d6rselenmemi\u015f \u00d6rnek Alma<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; \u00d6rnek al\u0131c\u0131 aletler ve y\u00f6ntemler: Zeminin fiziksel, kimyasal ve yap\u0131sal \u00f6zelliklerini bozmadan do\u011fal durumuna en yak\u0131n de\u011ferlerinde \u00f6rnek al\u0131nacak ve ambalajlan\u0131p laboratuvara g\u00f6nderilecektir. Killi, kumlu, siltli-killi, kumlu-killi seviyelerden \u00f6rselenmemi\u015f \u00f6rnek almak i\u00e7in \u0130dare&#8217;nin \u00f6nerece\u011fi ve onaylayaca\u011f\u0131 y\u00f6ntem ve aletlerin d\u0131\u015f\u0131nda a\u015fa\u011f\u0131da verilen y\u00f6ntem aletler kullan\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">(i) Hidrolik bask\u0131 uygulayarak pistonlu tip ve ince cidarl\u0131 \u00f6rnek al\u0131c\u0131lar yard\u0131m\u0131yla \u00f6rnek al\u0131nacakt\u0131r.. Kendi kendini tutabilen ve kuru temizleme yapman\u0131n m\u00fcmk\u00fcn oldu\u011fu kuyularda ince cidarl\u0131 t\u00fcp ile; kohezyonsuz zeminlerde ve \u00f6rnek al\u0131rken \u00f6rne\u011fin t\u00fcpten d\u00fc\u015ft\u00fc\u011f\u00fc, te\u00e7hiz ve sulu temizlik gerektiren, kuyu taban\u0131n\u0131n tam olarak temizlenemedi\u011fi yerlerde pistonlu tip \u00f6rnek al\u0131c\u0131lar kul1an\u0131lacakt\u0131r. &nbsp;&nbsp;&nbsp;&nbsp; Bu iki tip \u00f6rnek al\u0131c\u0131 kullan\u0131l\u0131rken zemin kabarmas\u0131 ile \u00f6rne\u011fin t\u00fcpten d\u00fc\u015fmesi g\u00f6zlenirse t\u00fcp \u00e7ekilmeden \u00f6nce kuyu bentonitli veya baritli delgi \u00e7amuru ya da su ile doldurulacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">(ii) D\u00f6nel delgi y\u00f6ntemi (rotary) kullan\u0131larak Denison tip \u00f6rnek al\u0131c\u0131lar ile \u00f6rnek al\u0131nacakt\u0131r. Bu tip \u00f6rnek al\u0131c\u0131, kuru kil1erde, \u00e7ok s\u0131k\u0131 kumlarda ve di\u011fer al\u0131c\u0131lar\u0131n hidrolik bask\u0131 ile kesemedi\u011fi zeminlerde kullan\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>\u00d6rnek al\u0131c\u0131 t\u00fcplerin \u00f6zellikleri:<\/strong><\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Pirin\u00e7, sert al\u00fcminyumlu veya i\u00e7 ve d\u0131\u015f y\u00fczeyleri paslanmaz \u00e7elik t\u00fcpler kullan\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcpler kaynak diki\u015fsiz, i\u00e7 y\u00fczeyleri temiz, d\u00fczg\u00fcn, pass\u0131z ve yabanc\u0131 maddelerden temizlenmi\u015f olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcpler tornada keskinle\u015ftirilmi\u015f ve 10\u00b0 e\u011fimli kesici u\u00e7lara sahip olacakt\u0131r. Kesici u\u00e7lar\u0131 yuvarlanm\u0131\u015f t\u00fcpler kesinlikle kullan\u0131lmayacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">T\u00fcplerin alan oran\u0131 en fazla % 15 olacakt\u0131r.<\/span><\/p>\n<p style=\"margin-left: 113pt;\"><img decoding=\"async\" src=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/01\/082217_1953_DelgiveEnje1.png\" alt=\"\"><\/p>\n<p style=\"margin-left: 149pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Dd : T\u00fcp\u00fcn d\u0131\u015f \u00e7ap\u0131<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 149pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Du : Kesici ucun \u00e7ap\u0131<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 149pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcplerin i\u00e7 ferahlama oran\u0131 yar\u0131 doygun veya yumu\u015fak killi ve siltli zeminlerde % 0.5; sert ve doygun, \u015fi\u015febilen killerde % 1.5 olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 149pt;\"><img decoding=\"async\" src=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/01\/082217_1953_DelgiveEnje2.png\" alt=\"\"><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 149pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Di : T\u00fcp\u00fcn i\u00e7 \u00e7ap\u0131<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 149pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Du : Kesici ucun i\u00e7 \u00e7ap\u0131<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;\u00d6rne\u011fin \u00fcst\u00fcndeki bir miktar \u00f6rselenmi\u015f k\u0131sm\u0131 atabilmek ve e\u011fer varsa pistonun yerle\u015fimini sa\u011flamak i\u00e7in t\u00fcp boyu, al\u0131nmak istenen \u00f6rnek boyundan 10 cm daha fazla olmal\u0131d\u0131r.<\/span><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Genel Ko\u015fullar<\/strong><\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgiler olabildi\u011fince kuru y\u00f6ntemle a\u00e7\u0131lacak ve temizlenecektir. Olas\u0131 zemin kabarmalar\u0131n\u0131 \u00f6nlemek i\u00e7in kuyu s\u00fcrekli delgi \u00e7amuru (bentonitli veya baritli) ile dolu tutulacakt\u0131r. Temizleme kuru y\u00f6ntemle yap\u0131lm\u0131yorsa pistonlu \u00f6rnek al\u0131c\u0131 ile ve delgi suyunun etki alan\u0131 ge\u00e7ilince \u00f6rnek al\u0131nacakt\u0131r. Zemin kendini tutabiliyorsa te\u00e7hiz edilmeyecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"> Kuyunun te\u00e7hizinin zorunlu oldu\u011fu hallerde (i) kuyuya su ve delgi<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">\u00e7amuru vermeden, (ii) fazla darbe uygulamadan, (iii) keskin a\u011f\u0131zl\u0131 boru \u00e7ar\u0131\u011f\u0131 kullanarak, (iv) fazla darbe gerektiren sert zeminlerde ve \u00e7ak\u0131ll\u0131 bloklu yerlerde k\u0131lavuz delik delip te\u00e7hiz borular\u0131 d\u00f6nel (rotary) y\u00f6ntemle indirilerek kuyu \u00e7akma veya muhafaza borusu ile te\u00e7hiz edilecektir<br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Yeralt\u0131 su seviyesinin alt\u0131nda delgi yap\u0131ld\u0131\u011f\u0131nda deli\u011fin temizlenmesi, temizleme aletlerinin ve \u00f6rnek t\u00fcp\u00fcn\u00fcn d\u0131\u015far\u0131 \u00e7\u0131kar\u0131lmas\u0131 s\u0131ras\u0131nda delik, su veya delgi \u00e7amuru ile dolu tutulacakt\u0131r<br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Sert ve yumu\u015fak ardalanmal\u0131 zeminden \u00f6rnek al\u0131n\u0131yorsa bu iki ayr\u0131<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">zeminin ayn\u0131 t\u00fcp i\u00e7inde al\u0131nmas\u0131na izin verilmeyecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Zemin dayan\u0131m\u0131nda ani bir de\u011fi\u015fiklik g\u00f6r\u00fcld\u00fc\u011f\u00fcnde ilerleme durdurulacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rnek alma i\u015flemi deli\u011fin temizlenmesinden sonra en k\u0131sa s\u00fcrede<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">yap\u0131lacakt\u0131r.<br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">\u00d6rnek al\u0131nacak seviyeye ula\u015f\u0131l\u0131p \u00f6rnek alma i\u015flemi bir sonraki g\u00fcne\/vardiyaya b\u0131rak\u0131lacaksa bu seviyeye 1-2 metre kala delgi i\u015flemi durdurulacakt\u0131r<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 35pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"> \u00d6rnek al\u0131nacak seviyenin \u00fcst k\u0131sm\u0131n \u00f6rselenmemesi i\u00e7in muhafaza borusunun son 60 cm&#8217;lik k\u0131sm\u0131 darbe ile de\u011fil hidrolik bask\u0131 ile d\u00f6nd\u00fcr\u00fclerek indirilecektir.<\/span><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>\u00d6rnek al\u0131nmas\u0131<\/strong><\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p style=\"text-align: justify; margin-left: 56pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rnek al\u0131c\u0131 ve t\u00fcp titizlikle temizlenecek, t\u00fcm deliklerin, valflerin, piston ba\u015fl\u0131klar\u0131 kontrol edilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 56pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rnek al\u0131c\u0131 t\u00fcplerin i\u00e7i \u00f6rne\u011fe zarar vermeyecek t\u00fcrde vazelin benzeri<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">maddelerle ya\u011flanacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 56pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rnek al\u0131c\u0131, deli\u011fe d\u00fc\u015f\u00fcr\u00fclmeden dikkatlice indirilecektir. \u0130ndirme i\u015flemi yeralt\u0131 su seviyesi alt\u0131nda yap\u0131l\u0131yorsa piston uzant\u0131lar\u0131 bulunan al\u0131c\u0131larda pistonun yukar\u0131ya do\u011fru y\u00fckselmesi \u00f6nlenecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 56pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rnek al\u0131c\u0131 t\u00fcp a\u015fa\u011f\u0131ya do\u011fru 10-30 cm\/s&#8217;lik kesintisiz bir h\u0131zl\u0131 d\u00f6nd\u00fcr\u00fclmeden itilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 56pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rnek al\u0131c\u0131n\u0131n batma miktar\u0131, hi\u00e7 bir \u015fekilde net boyundan fazla olmayacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 56pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Batma bittikten sonra \u00f6rnek al\u0131c\u0131 en az 10 dakika yerinde bekletilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 56pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Daha sonra iki veya \u00fc\u00e7 defa yerinde d\u00f6nd\u00fcr\u00fclerek delgi tak\u0131m\u0131 yava\u015fca yukar\u0131ya do\u011fru \u00e7ekilecektir. Bu esnada h\u0131zl\u0131 \u00e7ekme, \u015fok ve vibrasyon olmamas\u0131na \u00f6zen g\u00f6sterilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>3 . 4 . 2 . 4 \u00d6rneklerde Yap\u0131lan \u0130\u015flemler<\/strong><\/span><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rnekler sand\u0131klama ve ta\u015f\u0131ma s\u0131ras\u0131nda;-<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">d\u00fc\u015fme ve darbelerden korunup sallanmayacakt\u0131r<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">anormal iklim ko\u015fullar\u0131ndan korunacakt\u0131r.<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"> hava ile ili\u015fkisi kesilecektir (\u00f6rselenmemi\u015f \u00f6rnekler i\u00e7in)<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">kullan\u0131lan t\u0131kay\u0131c\u0131 maddeler (parafin, mum, vb) \u00f6rneklere etki etmeyecektir<\/span><\/span><\/li>\n<li style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">en k\u0131sa zamanda laboratuvara ula\u015ft\u0131r\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Ayr\u0131ca \u00f6rneklerin yeniden kullan\u0131lmas\u0131 m\u00fcmk\u00fcn olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong><em>3.4.2.4.1 Etiketleme<\/em><\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcm \u00f6rnekler; hava, su ve a\u015f\u0131nmaya kar\u015f\u0131 dayan\u0131kl\u0131 olarak haz\u0131rlanm\u0131\u015f ve hi\u00e7 bir \u015f\u00fcpheye yer b\u0131rakmayacak \u015fekilde yaz\u0131lm\u0131\u015f etiketlere sahip olacakt\u0131r. Etiketlere projenin ismi, ara\u015ft\u0131rma-delgi-\u00e7ukur-\u00f6rnek numaras\u0131, hava ko\u015fullar\u0131, delik veya \u00e7ukurun do\u011fal zemin kotu, \u00f6rneklerin al\u0131nd\u0131\u011f\u0131 derinlik ve k\u0131saca tan\u0131m\u0131 vb ayr\u0131nt\u0131lar yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\"><strong><em>3.4.2.4.2 Sand\u0131klama<br \/>\n<\/em><\/strong><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">\u00d6rselenmi\u015f \u00f6rnekler: Delgiden al\u0131nan k\u0131r\u0131nt\u0131 \u00f6rnekler 5-8 cm derinli\u011finde, 8&#215;8 cm&#8217;lik b\u00f6lmelere ayr\u0131lm\u0131\u015f tahta sand\u0131klara konacak, derinlikler ve<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 7pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">gerekli bilgiler sudan etkilenmeyecek bi\u00e7imde b\u00f6lmelere ve sand\u0131k kapa\u011f\u0131na yaz\u0131lacakt\u0131r. Taban ve ocak et\u00fcd\u00fc i\u00e7in al\u0131nan \u00f6rnek torbas\u0131 i\u00e7ine ve \u00fczerine gerekli bilgileri i\u00e7eren iki ayr\u0131 etiket yerle\u015ftirilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 7pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">\u00d6rselenmemi\u015f \u00f6rnekler: (\u00d6rnek k\u0131l\u0131f ve t\u00fcpleri etiketlenecek, tercihen b\u00f6lmeli tahta sand\u0131klara ta\u015f\u0131ma s\u0131ras\u0131nda \u00f6rselenmeyecek \u015fekilde yerle\u015ftirilecektir.<br \/>\n<\/span><\/p>\n<p style=\"margin-left: 7pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Karot \u00f6rnekleri: Karotlar 1.0-1.5 metre boy, 0.4 metre geni\u015flik ve 0.1 metre<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">derinlikte, b\u00f6l\u00fcnm\u00fc\u015f s\u0131ralardan olu\u015fmu\u015f tahta ve plastik sand\u0131klara konacakt\u0131r (Sand\u0131\u011f\u0131n derinli\u011fi ve b\u00f6lmeleri geni\u015fli\u011fi kapak kapand\u0131\u011f\u0131 zaman karotlar oynamayacak \u015fekilde de ayarlanabilir.). Zay\u0131f \u00e7imentolu veya k\u0131r\u0131kl\u0131 karotlar naylona sar\u0131larak yerle\u015ftirilecektir. Karotlar sand\u0131\u011f\u0131n, kapak mente\u015feli ise mente\u015feli k\u0131sm\u0131ndaki b\u00f6lmenin solundan ba\u015flanarak yerle\u015ftirilecek ve devam eden her s\u0131ran\u0131n solundan devam edecektir. Her ilerleme boyunun sonuna k\u00fc\u00e7\u00fck bir takoz b\u00f6lme konarak ilerleme boyu, ba\u015flang\u0131\u00e7, biti\u015f metreleri, karot y\u00fczdesi de\u011ferleri yaz\u0131lacakt\u0131r. Ayr\u0131 kuyular\u0131n karotlar\u0131 ayn\u0131 sand\u0131\u011fa konmayacakt\u0131r. Sand\u0131k kapaklar\u0131n\u0131n i\u00e7 ve d\u0131\u015f\u0131na proje ad\u0131, delgi yeri ve numaras\u0131, kuyu derinli\u011fi, vb. bilgiler yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong><em>3.4.2.4.3 Koruma ve Ta\u015f\u0131ma<\/em><\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rselenmi\u015f k\u0131s\u0131m ve t\u00fcp kenarlar\u0131 temizlenerek t\u0131kay\u0131c\u0131 maddenin (parafin, vb) t\u00fcp kenarlar\u0131na iyice yap\u0131\u015fmas\u0131 sa\u011flanacakt\u0131r. \u00d6rnek ile t\u00fcp aras\u0131nda bir bo\u015fluk var ve mumla kapat\u0131lam\u0131yorsa \u00f6rnek t\u00fcpten \u00e7\u0131kar\u0131larak tamam\u0131 b\u00fcy\u00fck bir kapta mumlanacakt\u0131r. T\u00fcp\u00fcn \u00fcst\u00fc i\u015faretlenecek; delgi numaras\u0131 \u00f6rnek derinli\u011fi, \u00f6rne\u011fin tan\u0131m\u0131 vb. bilgiler k\u0131saca yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcm \u00f6rnekler ta\u015f\u0131ma ve her t\u00fcrl\u00fc i\u015flem s\u0131ras\u0131nda donma, \u00e7arpma, darbe, sallant\u0131, a\u015f\u0131r\u0131 s\u0131ca\u011fa kar\u015f\u0131 korunacak \u015fekilde her biri alt\u0131 adet t\u00fcp alabilen sand\u0131klarda tala\u015f benzeri malzemelerle korunacakt\u0131r. Karot sand\u0131klar\u0131 arazide muhafaza alt\u0131nda bulundurulacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 5 Ge\u00e7irimlilik ( Permeabilite ) Deneyleri<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 5 . 1 Genel<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Projesinde belirtilen ya da idarenin istedi\u011fi kuyularda temelin ge\u00e7irgenli\u011fini saptamak amac\u0131yla bas\u0131n\u00e7l\u0131 veya bas\u0131n\u00e7s\u0131z su deneyleri yap\u0131lacakt\u0131r. Deneylere, delikler y\u0131kan\u0131p temizlendikten sonra ba\u015flanacakt\u0131r.<br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 5 . 2 Deliklerin Y\u0131kan\u0131p Temizlenmesi<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Delgi i\u015fleminden sonra, delikler su ve hava jetiyle uygun ara\u00e7lar kullan\u0131larak temizlenecek, delikteki k\u0131r\u0131nt\u0131lar\u0131n, killi dolgular\u0131n ve y\u0131kanabilir t\u00fcm malzemelerin kuyu d\u0131\u015f\u0131na at\u0131lmas\u0131 sa\u011flanacakt\u0131r. Ancak y\u0131kama sonunda kuyu cidar\u0131nda su ceplerinin olu\u015fmamas\u0131na \u00f6zen g\u00f6sterilecektir.<br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 5 . 3 Bas\u0131n\u00e7s\u0131z Su Deneyi<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Normal pompa kapasitesini a\u015farak bas\u0131n\u00e7 alt\u0131nda verilen suyun kayboldu\u011fu, ge\u00e7irimlili\u011fi \u00e7ok y\u00fcksek al\u00fcvyon benzeri \u00e7imentosuz gev\u015fek daneli zeminlerde ge\u00e7irimlilik, bas\u0131n\u00e7s\u0131z su deneyi ile saptanacakt\u0131r. Bas\u0131n\u00e7s\u0131z su deneyi sivri u\u00e7lu veya filtreli \u00e7akma borusu yard\u0131m\u0131yla veyahut do\u011frudan \u00e7\u0131plak kuyuda yap\u0131lacakt\u0131r. Filtreli boru \u00fczerindeki delikler \u00e7akma borusunun mukavemetini d\u00fc\u015f\u00fcrmeyecek say\u0131da ve borunun her taraf\u0131na e\u015fit da\u011f\u0131lm\u0131\u015f olacakt\u0131r. \u00c7akma borusu ile kuyu cidar\u0131 aras\u0131nda bo\u015fluk bulunmayacakt\u0131r. \u0130lk kademe hari\u00e7 deney s\u0131ras\u0131nda boru-kuyu cidar\u0131 aras\u0131ndan su gelirse deney iptal edilecektir. Su kuyuya d\u00fczg\u00fcn bir debiyle verilecek, e\u011fer kuyuya giden su \u00f6l\u00e7\u00fcm saatini d\u00f6nd\u00fcrmeyecek denli az olursa \u00f6l\u00e7ekli kaplarla su verilerek deney yap\u0131lacakt\u0131r. Deney \u015f\u00f6yle yap\u0131lacakt\u0131r:<\/span><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"margin-left: 23pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kuyu temizlenecek, kuyu ba\u015f\u0131nda varil, vana, su saati, pompa haz\u0131r edilecektir.<\/span><\/span><\/li>\n<li style=\"margin-left: 23pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kuyuya k\u0131sa bir boru veya hortumla su verilerek kuyu i\u00e7inde suyun dura\u011fan tutulaca\u011f\u0131 bir nokta saptanacakt\u0131r. Bu noktaya kadar kuyu su ile doldurulup suyun bu noktada kalabilmesi i\u00e7in vana yard\u0131m\u0131yla debi ayarlanacak, olas\u0131 boru t\u0131kan\u0131kl\u0131klar\u0131n\u0131n a\u00e7\u0131lmas\u0131 i\u00e7in 1-2 dakika beklenecektir.<\/span><\/span><\/li>\n<li style=\"margin-left: 23pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Su seviyesinin dura\u011fanl\u0131\u011f\u0131 sa\u011fland\u0131ktan sonra be\u015fer dakika aral\u0131klarla su saatinden ge\u00e7en su miktar\u0131 kaydedilecektir. Bir kademenin toplam deney s\u00fcresi 30 dakikay\u0131 a\u015famaz. Deney s\u0131ras\u0131nda kuyudaki su seviyesinin +5 mm&#8217;den fazla de\u011fi\u015fmesine izin verilmeyecektir.<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 5 . 4 Bas\u0131n\u00e7l\u0131 Su Deneyi ( Lugeon Y\u00f6ntemi )<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Projesinde g\u00f6sterilen ve idarenin isteyece\u011fi kontrol, ara\u015ft\u0131rma, enjeksiyon vb deliklerde genel olarak 2-5 m lik kademeler halinde, tek veya \u00e7ift paker kullanarak bas\u0131n\u00e7l\u0131 su deneyi yap\u0131lacakt\u0131r. Deneyden \u00f6nce deli\u011fin ilgili kademesi uygun bi\u00e7imde y\u0131kan\u0131p temizlenecektir. Deneye, zemini veya temel kayay\u0131 suyla doygun hale getirip lineer su ka\u00e7aklar\u0131 sa\u011fland\u0131ktan sonra ba\u015flanacak ve en az 10 dakika en fazla 60 dakikal\u0131k okumalar yap\u0131ld\u0131ktan sonra son verilecektir. Maximum su deneyi bas\u0131nc\u0131, 10 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">yi a\u015fmamak ko\u015fuluyla amaca y\u00f6nelik olarak her bir projeye ve kademelere g\u00f6re idarece belirlenecek ve<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">manometrede okunan bas\u0131n\u00e7 de\u011ferleri artan ve azalan \u015fekilde uygulanacakt\u0131r (1-2-1, 1-3-1,<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">1-3-5-1, 2-4-6-8-10-8-6-4-2, 3-6-10-6-3, 2-5-10-5-2 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">vb). \u0130stenen bas\u0131nca ula\u015f\u0131lamazsa ula\u015f\u0131labilen bas\u0131nca g\u00f6re su deneyi yap\u0131lacakt\u0131r (\u00f6rne\u011fin istenen max bas\u0131n\u00e7<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<span style=\"font-family: Times New Roman;\">10 kg\/cm<\/span><\/span><span style=\"font-size: 8pt;\">2<\/span><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">, ula\u015f\u0131labilen bas\u0131n\u00e7 6 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">ise 2-4-6-4-2 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">gibi). Deney sonu\u00e7lar\u0131 yeralt\u0131<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<span style=\"font-family: Times New Roman;\">suyu durumu ve y\u00fck kay\u0131plar\u0131 g\u00f6z\u00f6n\u00fcnde bulundurularak Lugeon birimine \u00e7evrilecek, \u00e7atlak i\u00e7indeki su ak\u0131\u015f tipleri belirlenecek ve delgi loglar\u0131na i\u015flenecektir (1 Lugeon birimi,<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">10 kg\/cm<\/span><\/span><span style=\"font-size: 8pt;\">2 <span style=\"font-family: Times New Roman;\"><br \/>\n<\/span><\/span><span style=\"font-size: 12pt;\">&#8216;<span style=\"font-family: Times New Roman;\">lik dura\u011fan bas\u0131n\u00e7 alt\u0131nda 1 m&#8217;lik delgi boyu i\u00e7in 1 dakikada kaydedilen 1<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">litrelik su emme miktar\u0131d\u0131r.).<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 5 . 5 Su Deneyi Raporlar\u0131<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Su deneyi raporlar\u0131na kuyu nosu-kotu-e\u011fimi, deney yap\u0131lan kademe, kullan\u0131lan tij ve lastik hortomlar\u0131n \u00e7ap\u0131-cinsi-uzunluklar\u0131, paker cinsi-\u00e7ap\u0131, yeralt\u0131 su seviyesi, tarih, saat, bas\u0131n\u00e7 ve zamana g\u00f6re su emme miktarlar\u0131, deneyin cinsi, delikli boru boyu, delikli borudaki deliklerin \u00e7ap\u0131 ve adedi, \u00f6l\u00e7me noktas\u0131n\u0131n kuyu a\u011fz\u0131ndan y\u00fcksekli\u011fi, \u00e7akma borusu uzunlu\u011fu ve \u00e7ap\u0131, kullan\u0131lan su cinsi, deneyi yapanlar vb bilgilerden uygun olanlar\u0131 yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 6 Yeralt\u0131 Suyu Seviyesinin \u00d6l\u00e7\u00fclmesi<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcm delgilerde yeralt\u0131 su seviyesi \u00f6l\u00e7\u00fclecektir. \u00d6l\u00e7\u00fcmler delgi suyu etkisi kaybolduktan sonra yap\u0131lacakt\u0131r. Muhafaza borusu olan kuyularda yeralt\u0131 su seviyesi de\u011fi\u015fmez ise muhafaza borusunun yerle\u015ftirildi\u011fi zeminin ge\u00e7irimsiz olup olmad\u0131\u011f\u0131 kontrol edilecektir. Projesinde veya idarece belirtilen her t\u00fcrl\u00fc kuyu yeralt\u0131suyu \u00f6l\u00e7\u00fcm\u00fc yap\u0131lacak \u015fekilde te\u00e7hiz edilecektir. \u00d6l\u00e7\u00fcmler amaca g\u00f6re g\u00fcnl\u00fck\/haftal\u0131k\/ayl\u0131k olarak yap\u0131lacakt\u0131r. \u00d6l\u00e7\u00fcmler, bu i\u015f i\u00e7in haz\u0131rlanm\u0131\u015f elektrikli, akustik ve di\u011fer tip aletlerle yap\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>3 . 7 Delgi Raporu<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgi raporu jeolojik ve jeoteknik veriler d\u0131\u015f\u0131nda a\u015fa\u011f\u0131daki ba\u015fl\u0131klara g\u00f6re yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"padding-left: 60px;\"><span style=\"font-size: 12pt;\"><strong><span style=\"font-family: georgia, palatino, serif;\">Giri\u015f<\/span><\/strong><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgilerle ilgili talimat\u0131n tarihi ve numaras\u0131,<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Toplam kuyu say\u0131s\u0131 ve derinli\u011fi, kuyu yerle\u015fim haritas\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u015eantiyenin a\u00e7\u0131l\u0131\u015f ve kapan\u0131\u015f tarihleri,<\/span><\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ul>\n<li style=\"padding-left: 60px;\"><strong><span style=\"font-family: georgia, palatino, serif;\">Delgi<\/span> \u00c7al\u0131\u015fmalar\u0131<br \/>\n<\/strong><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgilerin listesi (numaralar\u0131, yerleri, derinlikleri, kotlar\u0131),<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Kullan\u0131lan makinalar\u0131n cinsi,<\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Borulama, \u00e7imentolama yap\u0131lan seviyeler,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Deliklere indirilen rasat borular\u0131n\u0131n boylar\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delik \u00e7aplar\u0131 listesi,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kullan\u0131lan kesici cinsi ve \u00e7ap\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Tarama \u00e7ap\u0131,<\/span><\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ul>\n<li style=\"padding-left: 30px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Delgi S\u0131ras\u0131nda Yap\u0131lan Deneyler<\/strong><\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Bas\u0131n\u00e7l\u0131 ve Bas\u0131n\u00e7s\u0131z Su Deneyleri<\/strong><\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kademe derinlikleri,<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Uygulanan bas\u0131n\u00e7lar,<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Su kay\u0131plar\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delikli boru boylar\u0131, delik say\u0131s\u0131 ve deliklerin \u00e7ap\u0131,<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6l\u00e7me noktas\u0131n\u0131n zeminden y\u00fcksekli\u011fi,<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Su deneylerinde kullan\u0131lan pompa ve kapasitesi,<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u0131ka\u00e7 (paker) boyu,<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kullan\u0131lan tij cinsi,<\/span><\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ul>\n<li style=\"padding-left: 60px;\"><strong>SPT Deneyi<\/strong><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Deney tarihi<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Deney yap\u0131lan seviyeler<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Deney say\u0131lar\u0131 (1&#8217;ci ve 2&#8217;ci 15 cm i\u00e7in)<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rselenmemi\u015f \u00f6rnek al\u0131nan derinlikler<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ul>\n<li style=\"padding-left: 60px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>\u00d6rnekler<\/strong><\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rselenmemi\u015f \u00f6rnek al\u0131nan derinlikler<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rselenmi\u015f \u00f6rnek al\u0131nan derinlikler<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6rnekler \u00fczerinde yap\u0131lacak deneyler<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">G\u00f6nderilen laboratuvar ve g\u00f6nderme tarihi<\/span><\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ul>\n<li style=\"padding-left: 60px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Yeralt\u0131suyu Seviyesinin \u00d6l\u00e7\u00fclmesi<\/strong><\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 51pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6l\u00e7\u00fcm tarihi, saati ve kuyunun o tarihteki derinli\u011fi (delgi \u015fantiyesinin kapat\u0131lmas\u0131na kadar al\u0131nan t\u00fcm \u00f6l\u00e7\u00fcmlerin listesi)<\/span><\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<ul>\n<li style=\"padding-left: 60px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Ekler<\/strong><\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgi yer bulduru haritas\u0131<\/span><br \/>\n<\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgi loglar\u0131<\/span><\/span><\/li>\n<li style=\"margin-left: 33pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Karot foto\u011fraflar\u0131<\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 &#8211; ENJEKS\u0130YON<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 1 Enjeksiyon \u00c7e\u015fitleri<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 1 . 1 DenemeEnjeksiyonu<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Su yap\u0131s\u0131n\u0131n delgi ve enjeksiyon projesine esas olu\u015fturmak amac\u0131yla delgi ve enjeksiyon ekipman ve y\u00f6nteminin; kar\u0131\u015f\u0131m tiplerinin, su deneyi ve enjeksiyon bas\u0131n\u00e7lar\u0131n\u0131n; kontrol ve gerekli aletlendirmenin belirlenmesi i\u00e7in y\u00fczeyden veya yeralt\u0131ndan deneme enjeksiyonu yap\u0131lacakt\u0131r. Deneme enjeksiyonu \u00e7al\u0131\u015fmalar\u0131, laboratuar deneyleri ile birlikte y\u00fcr\u00fct\u00fclecektir. Deneme enjeksiyonunun yeri, \u015fekli (e\u015fkenar \u00fc\u00e7gen, paralelkenar, tek veya \u00e7ok s\u0131ral\u0131 vbg), delgi \u00e7ap\u0131 ve derinli\u011fi, kullan\u0131lacak malzeme ve kar\u0131\u015f\u0131mlar, su deneyi ve ref\u00fc bas\u0131nc\u0131, delgi y\u00f6ntemi vbg hususlar su yap\u0131s\u0131n\u0131n yeri, boyutu ve amac\u0131na g\u00f6re belirlenecektir. Deneme enjeksiyonu ve laboratuar deneyleri sonu\u00e7lar\u0131 ayr\u0131nt\u0131l\u0131 rapor halinde idareye sunulacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 1 . 2 PerdeEnjeksiyonu<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Perde enjeksiyonu; batardolar ile dolgu baraj ve g\u00f6letlerde g\u00f6vde kil \u00e7ekirde\u011fi alt\u0131nda, di\u011fer tip barajlarda ve benzeri yap\u0131larda yap\u0131 ekseni boyunca bir s\u0131ra ve\/veya birden fazla s\u0131ralar halinde, ge\u00e7irimsizlik ve yeralt\u0131 suyunun kald\u0131rma etkisini en aza indirmek amac\u0131yla y\u00fczeyden ve\/veya yer alt\u0131ndan yap\u0131lacakt\u0131r. Perde enjeksiyonu; y\u00fczeyden ba\u015fl\u0131k betonu \u00fczerinden, yeralt\u0131ndan uygun boyutlu galeri ve\/veya t\u00fcneller i\u00e7inden, \u00f6nceden uygunlu\u011fu ve yeterlili\u011fi deneylerle kan\u0131tlanm\u0131\u015f kar\u0131\u015f\u0131mlar ve bas\u0131n\u00e7lar uygulanarak, al\u00e7alan veya y\u00fckselen 2-5 m&#8217; lik kademeler ve fazlar halinde yerine getirilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 1 . 3 Konsolidayon&nbsp; Enjeksiyonu<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Yap\u0131 temellerinin konsolidasyon enjeksiyonu: Temeli sa\u011flamla\u015ft\u0131rmak ve ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc art\u0131rmak amac\u0131yla y\u00fczeyden ve\/veya yer alt\u0131ndan ilgili projeler uyar\u0131nca konsolidasyon enjeksiyonu yap\u0131lacakt\u0131r. Beton kaplama ve\/veya a\u00e7\u0131k kaz\u0131 y\u00fczeyinden yap\u0131lacak olan konsolidasyon enjeksiyonu ile \u00e7atlak, fis\u00fcr, eklem, tabaka ve fay d\u00fczlemi gibi s\u00fcreksizlikler ile kaya i\u00e7indeki bo\u015fluklar doldurulacakt\u0131r. Perde ve konsolidasyon enjeksiyonun birlikte projelendirildi\u011fi yerlerde konsolidasyon enjeksiyonu \u00f6ncelikle yap\u0131lacakt\u0131r. Beton yap\u0131lara kom\u015fu kaya k\u00fctlelerinin konsolidasyon enjeksiyonu beton yap\u0131n\u0131n tamamlan\u0131p mukavemetini kazanmas\u0131ndan sonra yerine getirilecektir.Temel kayan\u0131n di\u015f kaz\u0131lar\u0131 ve dolgular\u0131 ile di\u011fer t\u00fcr y\u00fczeysel ve yersel \u0131slahlar\u0131 konsolidasyon enjeksiyonundan \u00f6nce bitmi\u015f olacakt\u0131r. Kaz\u0131 i\u015flemi s\u0131ras\u0131nda saptanan s\u00fcreksizliklere ve bozuk zonlara idarenin belirleyece\u011fi \u015fekilde enjeksiyon yapmak amac\u0131yla borular yerle\u015ftirilecektir. Bu i\u015flem projesinde belirtilen konsolidasyon enjeksiyonu paterni ile birlikte de\u011ferlendirilecektir. Yer alt\u0131 konsolidasyon enjeksiyonu: Yer alt\u0131 kaz\u0131lar\u0131n\u0131 \u00e7evreleyen kaya, konsolidasyon enjeksiyonu ile sa\u011flamla\u015ft\u0131r\u0131lacakt\u0131r. Kaya-beton, beton-\u00e7elik kaplama aras\u0131ndaki bo\u015fluklar uygun y\u00f6ntem ve kar\u0131\u015f\u0131mla doldurulmadan \u00e7evre kayac\u0131n konsolidasyon enjeksiyonu yap\u0131lmayacakt\u0131r. Yeralt\u0131 kaz\u0131lar\u0131n\u0131n betonlanmas\u0131n\u0131 izleyerek betonda enjeksiyon bas\u0131nc\u0131na kar\u015f\u0131 yeterli mukavemet sa\u011fland\u0131ktan sonra konsolidasyon enjeksiyonuna ge\u00e7ilecektir.<br \/>\n<\/span><\/p>\n<p><a href=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/08\/ibo-bulon.jpg\" data-lbwps-width=\"1024\" data-lbwps-height=\"768\" data-lbwps-srcsmall=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/08\/ibo-bulon.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-medium wp-image-1585\" src=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/08\/ibo-bulon-300x225.jpg\" alt=\"\" width=\"300\" height=\"225\"><\/a><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 1 . 4 Kontak Enjeksiyonu&nbsp; <\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcnel, \u015faft, galeri, oda gibi yeralt\u0131 kaz\u0131lar\u0131 betonla kapland\u0131ktan ve bu beton enjeksiyon bas\u0131nc\u0131na kar\u015f\u0131 yeterli mukavemetini sa\u011flad\u0131ktan sonra (beton d\u00f6k\u00fcm\u00fcnden en az 21 g\u00fcn sonra) beton kaya ve daha sonraki a\u015famada \u00e7elik-beton kaplama aras\u0131ndaki bo\u015fluklar\u0131 doldurmak amac\u0131yla kontak enjeksiyonu yap\u0131lacakt\u0131r. Kontak enjeksiyonuna en d\u00fc\u015f\u00fck kottan ba\u015flanacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><span style=\"font-family: Times New Roman;\">\u00c7elik kaplama arkas\u0131n\u0131n enjeksiyonu \u00e7elik kaplama \u00fczerindeki deliklerden veya \u00e7elik kaplama \u00f6ncesi projesine g\u00f6re yerle\u015ftirilmi\u015f vana (klape, uygun boyutlu a\u00e7\u0131kl\u0131k) te\u00e7hizli borulardan yap\u0131lacakt\u0131r. \u00c7elik kaplama arkas\u0131ndaki beton d\u00f6k\u00fcm\u00fc 30 g\u00fcn\u00fcn\u00fc doldurmadan enjeksiyona ba\u015flanmayacakt\u0131r. Enjeksiyon iki yada \u00fc\u00e7 farkl\u0131 a\u015famada yap\u0131lacakt\u0131r. Uygulanacak bas\u0131n\u00e7 \u00e7eli\u011fin deforme olmamas\u0131n\u0131 sa\u011flayacak \u00f6l\u00e7\u00fcde olacakt\u0131r. Enjeksiyon deliklerinin \u00e7evresinde yeterli say\u0131da havaland\u0131rma deli\u011fi yer alacak, her t\u00fcr delik a\u011fz\u0131 uygun ba\u011flant\u0131 ve vanalarla te\u00e7hiz edilecektir.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 1 . 5 Derz Enjeksiyonu<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Beton t\u0131ka\u00e7lar\u0131n kontak y\u00fczeyleri, su alma yap\u0131s\u0131, dolusavak yap\u0131s\u0131, baraj ana g\u00f6vdesi ve benzeri beton yap\u0131lardaki derz y\u00fczeyleri projesi uyar\u0131nca yerle\u015ftirilmi\u015f boru ve klapeler ve\/veya derze ula\u015fan delikler vas\u0131tas\u0131yla, uygun kar\u0131\u015f\u0131mlar ve bas\u0131n\u00e7 uygulanarak t\u0131ka\u00e7lanacakt\u0131r. Bu i\u015flem beton hidratasyon \u0131s\u0131s\u0131n\u0131n sabitlenmeye ba\u015flad\u0131\u011f\u0131 ve beton b\u00fcz\u00fclmesinin en fazla ger\u00e7ekle\u015fti\u011fi so\u011fuk aylarda yap\u0131lacakt\u0131r.<br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 1 . 6 Al\u00fcvyon ve Taneli Zeminlerin Enjeksiyonu<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Sokulum enjeksiyonu (permeation grouting) ile gev\u015fek zeminlerin iyile\u015ftirilmesinde d\u00fc\u015f\u00fck viskoziteli s\u00fcspansiyon t\u00fcr\u00fcndeki \u00e7imento \u015ferbeti ve\/veya kolloidal saf kimyasal \u00e7\u00f6zeltiler zemine d\u00fc\u015f\u00fck bas\u0131n\u00e7la bas\u0131lacakt\u0131r. \u0130\u015flem s\u0131ras\u0131nda zeminin hacmi ve yap\u0131s\u0131nda bir de\u011fi\u015fiklik olmayacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Man\u015fetli boru (Tube \u00e0 Manchette) y\u00f6nteminde deli\u011fe muhafaza borusu yerle\u015ftirilecek, muhafaza borusu i\u00e7inden delikli-lastik man\u015fetli boru indirilerek boru-kuyu aras\u0131na d\u00fc\u015f\u00fck bas\u0131n\u00e7 uygulanarak zay\u0131f mukavemetli k\u0131n enjeksiyonu uygulanacak, man\u015fetli boru i\u00e7inden enjeksiyon tak\u0131m\u0131 indirilerek 30-100 cm&#8217;lik kademeler halinde enjeksiyon yap\u0131lacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Sokulum enjeksiyonunun uygulanamad\u0131\u011f\u0131 killi ve daha ince danelerden olu\u015fan daneli zeminlerde, daha \u00e7ok ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc art\u0131rmaya y\u00f6nelik olarak yer de\u011fi\u015ftirme enjeksiyon (displacement grouting) y\u00f6ntemleri uygulanacakt\u0131r. S\u0131k\u0131\u015ft\u0131rma enjeksiyonu (compaction grouting), \u00e7atlatma enjeksiyonu (fracturingg grouting) ve jet enjeksiyonu (jet grouting) gibi de\u011fi\u015fik y\u00f6ntemlerde y\u00fcksek bas\u0131n\u00e7larla zemin s\u0131k\u0131\u015ft\u0131r\u0131larak, \u00e7atlat\u0131larak ve itilerek kar\u0131\u015f\u0131m zemin i\u00e7ine bas\u0131lacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 1 . 7 Bulama\u00e7 Hende\u011fi ( Slurry Trench )<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Paneller halinde kaz\u0131lan hende\u011fe \u00e7imento, bentonit ve katk\u0131 malzemelerinden olu\u015fan bulamac\u0131n bas\u0131lmas\u0131ndan olu\u015fan bulama\u00e7 hende\u011fi, nehir suyunun s\u00fcrekli etkisinde kalan baraj memba ve mansap batardolar\u0131nda, dolusavak d\u00fc\u015f\u00fcm havuzu \u00e7evresinde, \u00e7evirme t\u00fcnelleri giri\u015f ve \u00e7\u0131k\u0131\u015f\u0131 ile santral binas\u0131 \u00e7evresinde; di\u011fer su yap\u0131lar\u0131n\u0131n yeralt\u0131 suyu seviyesi alt\u0131nda kalan kaz\u0131lar\u0131nda ve al\u00fcvyon benzeri temellerde projesinde belirtilen boyutlarda ge\u00e7irimsizlik perdesi olarak in\u015fa edilecektir.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 2 Enjeksiyon Teknik ve Y\u00f6ntemleri<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">A\u015fa\u011f\u0131da belirtilen enjeksiyon teknik ve y\u00f6ntemlerinden hangisinin kullan\u0131laca\u011f\u0131 proje ve \u015fartnamelerde belirtilecektir. Ayn\u0131 delikte ve\/veya projede birden fazla teknik ve y\u00f6ntem idarenin izniyle kullan\u0131lacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 2 . 1 Al\u00e7alan Kademeler Halinde Enjeksiyon<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Delgi s\u0131ras\u0131nda y\u0131k\u0131nt\u0131, fay zonu, bre\u015fik-killi malzeme, bo\u015fluk ve artezyenle kar\u015f\u0131la\u015f\u0131lmas\u0131; dola\u015f\u0131m suyunun % 70 veya daha fazlas\u0131n\u0131n kaybolmas\u0131 gibi delgiyi zorla\u015ft\u0131ran nedenlerden biri ve\/veya birka\u00e7\u0131na rastlan\u0131rsa delgi durdurulup enjeksiyona ge\u00e7ilecektir. Kar\u0131\u015f\u0131m\u0131n priz alma s\u00fcresi kadar beklenip delgi i\u015flemine devam edilecektir.<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u0130darenin izniyle al\u00fcvyon benzeri \u00e7imentosuz, gev\u015fek, daneli, s\u00fcrekli y\u0131k\u0131nt\u0131 yapan bozuk zeminlerde bu y\u00f6ntem kullan\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 2 . 2 Y \u00fc k s e l e n K a d e m e l e r H a l i n d e E n j e k s i yo n<br \/>\n<\/strong><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Sert, sa\u011flam zeminde a\u00e7\u0131lan, delgi i\u015flemi sorunsuz kuyular tam derinli\u011finde delinip kuyu taban\u0131ndan yukar\u0131ya do\u011fru kademeler halinde enjekte edilecektir. Enjekte edilen kademenin \u00fczerinde her zaman enjekte edilmemi\u015f kademeler oldu\u011fu i\u00e7in kuyu kusmalar\u0131na kar\u015f\u0131 dikkatli olunacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 2 . 3 T e k K a d e m e l i E n j e k s i yo n<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delik tam derinli\u011finde a\u00e7\u0131l\u0131p y\u0131kanacak, paker kuyu a\u011fz\u0131na tutturularak enjeksiyon tek kademe halinde yap\u0131lacakt\u0131r. Bu y\u00f6ntem sa\u011flam, az \u00e7atlakl\u0131, ge\u00e7irimsiz ve s\u0131\u011f kuyularda uygulanacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 2 . 4 K a d e m e l e r i n Y e n i d e n E n j e k s i yo n u<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon s\u0131ras\u0131nda kar\u0131\u015f\u0131m\u0131n s\u0131k s\u0131k y\u00fczeysel irtibatlar kurdu\u011fu yerlerde ve\/veya delginin sorunlu oldu\u011fu kademelerde ilk \u00f6nce kal\u0131n \u015ferbet kullan\u0131larak enjeksiyon yap\u0131lacak, daha sonra kar\u0131\u015f\u0131m\u0131n prizi ba\u015flar ba\u015flamaz delik y\u0131kanarak veya yeniden delinerek ince kar\u0131\u015f\u0131mlarla ayn\u0131 yer yeniden enjekte edilecektir.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 2 . 5 An o &#8211; F a z v e D a r a l a n Ar a l \u0131 k Y \u00f6 n t e m i<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcm enjeksiyon i\u015flemlerinde kayac\u0131n \u00f6zelliklerine g\u00f6re belirlenen her bir ano i\u00e7inde kuyular \u00f6ncelik s\u0131ralar\u0131na g\u00f6re ara mesafeleri daralt\u0131larak delinip enjekte edilecektir. Bu sistemle etkin bir enjeksiyon ama\u00e7lanacak, kuyular aras\u0131 irtibat \u00f6nlenecektir. Genel olarak enjeksiyonu yap\u0131lmakta olan bir deli\u011fe 12 m den yak\u0131n bir mesafede herhangi bir ama\u00e7la delik delinmeyecektir. \u0130darenin izniyle; e\u011fer iki deli\u011fin do\u011frultusu \u00fczerinde ve aras\u0131nda enjekte edilmi\u015f bir zon varsa bu mesafe 12 m den k\u0131sa olacak; bunun tersi durumda 12 m mesafe olmas\u0131na kar\u015f\u0131l\u0131k iki delik aras\u0131nda irtibat olursa bu mesafe art\u0131r\u0131lacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 2 . 6 Az a l a n D e r i n l i k Y \u00f6 n t e m i<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Belirli aral\u0131klarla delinip enjekte edilen birincil kuyular\u0131n ortalama kat\u0131 madde al\u0131\u015flar\u0131 belirlenen proje \u00f6l\u00e7\u00fct\u00fcne g\u00f6re de\u011ferlendirilerek gerekli yerlerde daha k\u0131sa kuyularla aralara girilecektir. Bu i\u015fleme proje \u00f6l\u00e7\u00fct\u00fcne yak\u0131n bir de\u011fer elde edilene kadar devam edilecek veya idarenin onaylad\u0131\u011f\u0131 ba\u015fka bir y\u00f6nteme ge\u00e7ilecektir.<br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 3 E n j e k s i yo n M a l z e m e l e r i<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 3 . 1 \u00c7 i m e n t o<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u0130darenin talebi do\u011frultusunda a\u015fa\u011f\u0131da belirtilen \u00e7imento tipleri d\u0131\u015f\u0131nda \u00e7imentolar kullan\u0131lacakt\u0131r. Bu konuda T\u00fcrk Standartlar\u0131 esas al\u0131nacakt\u0131r. \u0130\u015fin devam\u0131n\u0131 geciktirmeyecek miktardaki \u00e7imento i\u015fyerine geli\u015f s\u0131ras\u0131na g\u00f6re kullan\u0131lacak \u015fekilde haz\u0131r bulundurulacakt\u0131r. S\u00fclfata kar\u015f\u0131 dayan\u0131kl\u0131 \u00e7imento: Projelerde belirtilen yerlerde veya idarenin isteyece\u011fi yerlerde s\u00fclfat iyonuna kar\u015f\u0131 dayan\u0131kl\u0131 s\u00fclfatl\u0131 c\u00fcruf \u00e7imentosu kullan\u0131lacakt\u0131r. Bu \u00e7imentonun \u00f6zellikleri TS 10157 standart\u0131na uygun olacakt\u0131r. Bu t\u00fcr \u00e7imentoda trikalsiyum al\u00fcminat miktar\u0131 % 3.5&#8217;dan fazla olmayacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Normal PortIand \u00e7imentosu: S\u00fclfata dayan\u0131kl\u0131 \u00e7imentolar\u0131n kullan\u0131laca\u011f\u0131 yerlerin d\u0131\u015f\u0131ndaki t\u00fcm enjeksiyon i\u015flerinde kullan\u0131lacak olan Portland \u00e7imentosu TS-l9 standart\u0131ndaki P\u00c7-325&#8217;e uygun olacakt\u0131r. Ancak \u00e7imentonun katk\u0131 s\u0131n\u0131f\u0131 idare taraf\u0131ndan belirlenecektir. Bu \u00e7imentonun \u00f6zg\u00fcl y\u00fczeyi en az 2800 cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">\/gr, 200 mikronluk elekte en \u00e7ok % 0,60, 90 mikronluk elekte en \u00e7ok % 10 kal\u0131nt\u0131 malzeme olacakt\u0131r. \u0130darenin iste\u011fi do\u011frultusunda gerekli yerlerde kullan\u0131lmak \u00fczere \u00f6zg\u00fcl y\u00fczeyi en az 4000 cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">\/gr olan daha ince \u00e7imento sa\u011flanacakt\u0131r.<\/span><\/span><span style=\"font-family: Arial; font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 3 . 2 S u<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Su ; organik madde, tuzlar, alkali, ya\u011f, her t\u00fcrl\u00fc at\u0131k malzeme veya istenmeyen sak\u0131ncal\u0131 ve zararl\u0131 maddelerden ar\u0131nd\u0131r\u0131lm\u0131\u015f \u015fekilde temiz ve taze olacakt\u0131r. Gerek duyuldu\u011funda yada sistematik olarak su \u00f6rnekleri al\u0131narak idarenin laboratuvarlar\u0131nda kimyasal analizler yap\u0131lacakt\u0131r. Sodyum s\u00fclfat ve di\u011fer iyonlar betona zarar vermeyen s\u0131n\u0131rlar i\u00e7inde olacakt\u0131r. Kullan\u0131lacak su ile yap\u0131lacak kar\u0131\u015f\u0131m\u0131n mukavemeti ayn\u0131 tarzda i\u00e7me suyu ile yap\u0131lm\u0131\u015f kar\u0131\u015f\u0131m\u0131n mukavemetinin % 10&#8217;undan daha d\u00fc\u015f\u00fck bir mukavemette olmayacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 3 . 3 K u m<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Enjeksiyon \u00e7e\u015fitine g\u00f6re idarenin onay ve talimat\u0131yla a\u015f\u0131r\u0131 al\u0131\u015f yapan kademelerde ve\/veya normal kademelerde \u00e7imento a\u011f\u0131rl\u0131\u011f\u0131n\u0131n % 200&#8217;\u00fcne kadar kum enjeksiyon \u015ferbetine eklenerek kullan\u0131lacakt\u0131r.<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">K\u0131r\u0131lm\u0131\u015f yada do\u011fal kumdan herhangi biri yada her ikisinin kar\u0131\u015f\u0131m\u0131 \u015feklinde olan enjeksiyon kumu; zararl\u0131 meddeleri % 5&#8217;den az, durayl\u0131, dayan\u0131kl\u0131, sert ve temiz danelerden olu\u015facakt\u0131r. Daneler genel olarak yuvarlak veya k\u00fcbik \u015fekilli, ince veya orta irilikte olacakt\u0131r. \u0130\u00e7inde organik maddeler ile sodyum s\u00fclfat ve kil olmayacakt\u0131r. E\u011fer zararl\u0131 maddelerin miktar\u0131 % 5&#8217;den fazla ise kum mutlaka y\u0131kan\u0131p bu maddelerden ar\u0131nd\u0131r\u0131ld\u0131ktan sonra kullan\u0131lacakt\u0131r. Kumun a\u011f\u0131rl\u0131k\u00e7a % 95&#8217;i 16 nolu elekten, % 50&#8217;si 50 nolu elekten, % 3&#8217;den fazlas\u0131 200 nolu elekten ge\u00e7ecek, \u00f6zg\u00fcl a\u011f\u0131rl\u0131\u011f\u0131 2 gr \/ cm<\/span><span style=\"font-size: 8pt;\">3 <\/span><span style=\"font-size: 12pt;\">den b\u00fcy\u00fck olacakt\u0131r. Her 30 m<\/span><span style=\"font-size: 8pt;\">3 <\/span><span style=\"font-size: 12pt;\">kullan\u0131ma haz\u0131r kum i\u00e7in elek analizi ve \u00f6zg\u00fcl a\u011f\u0131rl\u0131k deneyi, kum oca\u011f\u0131n\u0131n uygunlu\u011funu belirlemek amac\u0131yla organik madde ve sodyum s\u00fclfat deneyleri<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<span style=\"font-family: Times New Roman;\">yap\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kum \u00fczerinde TS 707 organik madde deneyi uyguland\u0131\u011f\u0131nda standart referans renginden daha koyu renk vermemelidir. Daha koyu renk veren bir kumun kullan\u0131labilmesi i\u00e7in bu kumla har\u00e7 yap\u0131ld\u0131\u011f\u0131nda 7 ve 28 g\u00fcnl\u00fck bas\u0131n\u00e7 mukavemetleri standart kumla (TS33) ve ayn\u0131 \u015fartlarda yap\u0131lan mukayese k\u00fcplerinin mukavemetlerinin en az % 95 i olacakt\u0131r. Aksi halde bu kum kullan\u0131lmayacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 3 . 4 B e n t o n i t<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u0130darece istenildi\u011fi \u015fekilde, enjeksiyon kar\u0131\u015f\u0131mlar\u0131nda bentonit kullan\u0131lacakt\u0131r. Bentonitin \u00f6zellikleri TS 977 standart\u0131na uygun olacakt\u0131r. Buna g\u00f6re:<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; Hidrometrik analizde 200 nolu elekte kalan miktar en \u00e7ok % 2,5 olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; Kuru elek analizinde 149 mikron aral\u0131kl\u0131 elekten ge\u00e7en miktar en az % 98 olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; Rutubet miktar\u0131 a\u011f\u0131rl\u0131k\u00e7a en \u00e7ok % 10 olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; Do\u011frudan viskozite \u00f6l\u00e7en alette, 600 devir\/dakikadaki viskozite de\u011feri en az 30 saniye olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">&#8211; Likit limit de\u011feri 350&#8217;den y\u00fcksek olacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Bentonitin teslim edildi\u011fi her seferde, bu partiye ili\u015fkin yukar\u0131daki \u00f6zelliklerin t\u00fcm\u00fcn\u00fc kapsayan, \u0130darenin onaylad\u0131\u011f\u0131 yerlerden al\u0131nm\u0131\u015f deney sonu\u00e7lar\u0131, gelen bentonitin kabul\u00fc i\u00e7in idareye sunulacakt\u0131r. \u00c7amur halinde kullan\u0131lacak olan bentonit yeterli boyuttaki tanklarda amaca g\u00f6re idarenin belirledi\u011fi oranlarda kar\u0131\u015ft\u0131rma-\u00e7alkalama i\u015flemine tabi tutulacak, en az 7 g\u00fcn s\u00fcren bu i\u015flemden sonra kullan\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 3 . 5 K i l<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Geni\u015f bo\u015fluklar\u0131n doldurulmas\u0131nda, perde enjeksiyonunda, dolgu temellerinin ka\u00e7ak kontrol\u00fcnde, rezervuar kenarlar\u0131n\u0131n \u0131slah\u0131nda ve proje ve \u015fartnamelerde belirtilen yerlerde \u00e7imento-kil kar\u0131\u015f\u0131mlar\u0131 kullan\u0131lacakt\u0131r. Kil malzemenin, likit limiti % 40&#8217;dan, plastisite endeksi % l5&#8217;den fazla olacakt\u0131r. \u0130\u00e7inde 2 mm&#8217;daha b\u00fcy\u00fck tane bulunmayacak, tanelerin en az % 35&#8217;i 0.002 mm&#8217;den k\u00fc\u00e7\u00fck olacakt\u0131r. Kil kuru halde \u00f6\u011f\u00fct\u00fclm\u00fc\u015f veya su i\u00e7inde \u00e7amur halde kar\u0131\u015ft\u0131r\u0131lm\u0131\u015f olarak kullan\u0131lacakt\u0131r. Kil \u00e7imento kar\u0131\u015f\u0131m\u0131n\u0131n mukavemet de\u011feri amac\u0131<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">g\u00f6re idarece belirlenecektir. Kullan\u0131lacak kil \u00fczerinde Attenberg limitleri, elek analizi, \u00f6zg\u00fcl a\u011f\u0131rl\u0131k vbg deneyler yap\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 3 . 6 K a t k \u0131 M a d d e l e r i<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kullan\u0131lacak katk\u0131 maddeleri; prizlenme zaman\u0131n\u0131 uzatan geciktiriciler veya k\u0131saltan h\u0131zland\u0131r\u0131c\u0131lar, akma yetene\u011fini art\u0131ran ak\u0131\u015fkanla\u015ft\u0131r\u0131c\u0131lar, segregasyonu azaltan koruyucu kolloidler, b\u00fcz\u00fclmeyi azaltan geni\u015fleyici maddeler, su-\u00e7imento oran\u0131n\u0131 d\u00fc\u015f\u00fcren su- indirgeyici vb malzemeler olarak \u00e7elik korozyonuna neden olmayacak, kar\u0131\u015f\u0131m\u0131n sertle\u015fme ve mukavemetinin geli\u015fmesine olumsuz etkide bulunmayacakt\u0131r. Y\u00fcklenici katk\u0131lar\u0131n yeterli\u011fi ve uygunlu\u011fu konusunda tam anlam\u0131yla sorumludur. Kullan\u0131lacak katk\u0131 miktar\u0131 gerekli olan minimum de\u011ferde tutulacakt\u0131r. \u0130\u015fin ba\u015flamas\u0131ndan \u00f6nce, idarenin onay\u0131 ve do\u011frudan g\u00f6zlemi ile kullan\u0131lacak her bir katk\u0131n\u0131n kar\u0131\u015f\u0131m\u0131n \u00f6zelliklerini nas\u0131l etkiledi\u011fi uygun ve yeterli arazi ve laboratuvar deneyleriyle g\u00f6sterilecektir. \u00c7evreye zararl\u0131 etkileri olan katk\u0131 maddeleri kullan\u0131lmayacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 3 . 7 K a l a f a t M a l z e m e l e r i<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Y\u00fczey ve yeralt\u0131 enjeksiyon \u00e7al\u0131\u015fmalar\u0131 s\u0131ras\u0131nda enjeksiyon kar\u0131\u015f\u0131m\u0131n\u0131n ba\u011flant\u0131 kurdu\u011fu \u00e7atlak, eklem ve derz gibi yerler al\u00e7\u0131, \u00fcst\u00fcp\u00fc, kama, takoz ve \u00e7imento gibi malzemelerle t\u0131ka\u00e7lanacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 4 E n j e k s i yo n M a l z e m e l e r i n i n S a \u011f l a n m a s \u0131 v e D e p o l a n m a s \u0131<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon i\u015flerinin s\u00fcrekli olarak devam\u0131n\u0131 sa\u011flayacak ve her bir enjeksiyon \u00fcnitesine yetecek miktar ve uygun kalitedeki malzeme, atmosferik etkilere kar\u015f\u0131 muhafaza alt\u0131nda tutulacakt\u0131r. Torba \u00e7imento ve bentonit, s\u00fcresi ne olursa olsun hi\u00e7 bir zaman toprak \u00fczerinde tutulmayacak ve 12 torbadan fazla \u00fcst \u00fcste konmayacakt\u0131r. \u00c7imento ambar ve silolar\u0131 her 3 ayda bir t\u00fcm\u00fcyle bo\u015falt\u0131l\u0131p temizlenecektir. Depolama s\u0131ras\u0131nda bozulup topakla\u015fan veya herhangi bir \u015fekilde \u015fartnameye uymayan \u00e7imento i\u015f yerinden uzakla\u015ft\u0131r\u0131lacakt\u0131r. 3 aydan fazla bekleyen \u00e7imento yeniden deneyleri yap\u0131l\u0131p uygunsa kullan\u0131lacakt\u0131r. Malzemelerin kullan\u0131m \u00f6nceli\u011fi i\u015f yerine geli\u015f s\u0131ras\u0131na g\u00f6re olacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 E n j e k s i yo n \u0130 \u015f l e m i<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 1 K a r \u0131 \u015f \u0131 m K o m p o z i s yo n u<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon kar\u0131\u015f\u0131mlar\u0131 \u0130dare&#8217;ce belirnecek oranlardaki \u00e7imento, su ile bentonit, kum ve di\u011fer katk\u0131 malzemelerinden olu\u015facakt\u0131r. Kullan\u0131lacak kar\u0131\u015f\u0131mlar \u00fczerinde arazi ve laboratuvar deneyleri yap\u0131lacakt\u0131r. Y\u00fcklenici \u0130dare&#8217;nin belirledi\u011fi kar\u0131\u015f\u0131m\u0131 kullanacak ve malzemelerini sa\u011flayacak, i\u015fin ve kar\u0131\u015f\u0131m\u0131n kalitesini art\u0131rmaya y\u00f6nelik ara\u015ft\u0131rma ve \u00e7al\u0131\u015fmalar yapacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 2 K a r \u0131 \u015f \u0131 m D e n e yl e r i<\/strong><br \/>\n<\/span><\/p>\n<ul style=\"margin-left: 41pt;\">\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kullan\u0131lacak her malzemeye ili\u015fkin fiziksel ve kimyasal deneyler ile her \u00e7e\u015fit kar\u0131\u015f\u0131m\u0131n arazi ve a\u015fa\u011f\u0131da verilen laboratuvar deneyleri yap\u0131larak uygunluk ve yeterlikleri belirlenecektir.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015f\u0131m\u0131n priz ba\u015flang\u0131\u00e7 ve biti\u015f zaman\u0131 TS 24 standart\u0131na g\u00f6re belirlenecektir.<\/span><br \/>\n<\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Normal portIand \u00e7imentosu ve s\u00fclfata dayan\u0131kl\u0131 \u00e7imentodan yap\u0131lm\u0131\u015f ve 18 <\/span><span style=\"font-size: 8pt;\">0<\/span><span style=\"font-size: 12pt;\">C deki suda k\u00fcr edilmi\u015f standart boyutlardaki kar\u0131\u015f\u0131m \u00f6rneklerinin 7, 14, 28, 90 g\u00fcnl\u00fck mukavemet de\u011ferleri saptanacakt\u0131r. 28 g\u00fcnl\u00fck \u00f6rnekler en az 30 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">bas\u0131n\u00e7 mukavemetini sa\u011flayacakt\u0131r.<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kullan\u0131lan kar\u0131\u015f\u0131m\u0131n cinsine g\u00f6re kar\u0131\u015f\u0131m\u0131n viskozitesi Marsh veya Prepakt hunisi ile \u00f6l\u00e7\u00fclecektir.<\/span><br \/>\n<\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015f\u0131mdaki kat\u0131 maddeleri zamana ba\u011fl\u0131 olarak \u00e7\u00f6kelen miktar\u0131 kar\u0131\u015f\u0131m i\u00e7indeki su hacminin y\u00fczdesi olarak \u00f6l\u00e7\u00fclerek kar\u0131\u015f\u0131m\u0131n \u00e7\u00f6kelme zaman\u0131 ve durayl\u0131l\u0131k deneyi yap\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015f\u0131m\u0131n tesir yar\u0131\u00e7ap\u0131n\u0131 belirlemede kullanmak \u00fczere kohezimetre aleti ile<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">kar\u0131\u015f\u0131m\u0131n sertle\u015fmesi saptanacakt\u0131r.<\/span><br \/>\n<\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015f\u0131m\u0131n yo\u011funlu\u011fu \u00e7amur terazisi ile saptanacakt\u0131r.<\/span><br \/>\n<\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015f\u0131m\u0131n bas\u0131n\u00e7 alt\u0131nda suyunu b\u0131rakma ve kek yapma \u00f6zelli\u011fi s\u00fczme deneyi (filter press test) ile yap\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00d6zel enjeksiyon i\u015flerinde kullan\u0131lacak kar\u0131\u015f\u0131mlar i\u00e7in gerekli di\u011fer deneyler yap\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/div>\n<\/li>\n<li>\n<div style=\"text-align: justify;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">T\u00fcm deney sonu\u00e7lar\u0131 ayr\u0131nt\u0131l\u0131 rapor olarak idarenin onay\u0131na sunulacakt\u0131r.<\/span><br \/>\n<\/span><\/div>\n<\/li>\n<\/ul>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 3 B a s \u0131 n \u00e7 l a r<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">\u0130lgili proje ve \u015fartnamelerde belirtilen ve \u0130dare&#8217;nin onaylad\u0131\u011f\u0131 enjeksiyon bas\u0131n\u00e7lar\u0131 uygulanacakt\u0131r. Projesinde belirtilmeyen bas\u0131n\u00e7lar a\u015fa\u011f\u0131daki gibi belirlenecektir.<br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Kontak enjeksiyonunda 1-3 kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">aras\u0131nda bir bas\u0131n\u00e7 uygulanacakt\u0131r.<\/span><\/span><span style=\"font-family: Arial; font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Konsolidasyon enjeksiyonu etkin bas\u0131nc\u0131 (kademe orta noktas\u0131nda uygulanacak bas\u0131n\u00e7) t\u00fcnellerde P<\/span><span style=\"font-size: 8pt;\">T <\/span><span style=\"font-size: 12pt;\">= 2 + (0.33 x H), temellerde P<\/span><span style=\"font-size: 8pt;\">T <\/span><span style=\"font-size: 12pt;\">= 0.2.3 x H<\/span><\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Arial;\"><br \/>\n<\/span><span style=\"font-family: Times New Roman;\">form\u00fcl\u00fcne g\u00f6re hesaplanacakt\u0131r.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">Perde enjeksiyonu deliklerinde genel olarak sa\u011flam kayada P<\/span><span style=\"font-size: 8pt;\">T <\/span><span style=\"font-size: 12pt;\">= 033 x H, sa\u011flam olmayan kayada P<\/span><span style=\"font-size: 8pt;\">T <\/span><span style=\"font-size: 12pt;\">= 0.23 x H form\u00fcl\u00fcne uyulacakt\u0131r.<br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Etkin bas\u0131nc\u0131n hesaplanmas\u0131nda a\u015fa\u011f\u0131daki form\u00fcller kullan\u0131lacakt\u0131r. Yukar\u0131 y\u00f6nl\u00fc ve e\u011fimli deliklerde:<br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">P<\/span><span style=\"font-size: 8pt;\">m <\/span><span style=\"font-size: 12pt;\">= P<\/span><span style=\"font-size: 8pt;\">T <\/span><span style=\"font-size: 12pt;\">+ [ W x ( H\/10 ) x Cos\u03b1 ] \u2013 P<\/span><span style=\"font-size: 8pt;\">S<br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">A\u015fa\u011f\u0131 y\u00f6nl\u00fc ve e\u011fimli deliklerde:<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">P<\/span><span style=\"font-size: 8pt;\">m <\/span><span style=\"font-size: 12pt;\">= P<\/span><span style=\"font-size: 8pt;\">T <\/span><span style=\"font-size: 12pt;\">&#8211; [ W x ( H\/10 ) x Cos\u03b1 ] \u2013 P<\/span><span style=\"font-size: 8pt;\">S<\/span><\/span><span style=\"font-size: 8pt;\"><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">P<\/span><span style=\"font-size: 8pt;\">m <\/span><span style=\"font-size: 12pt;\">: Manometre bas\u0131nc\u0131 (kg\/cm<\/span><span style=\"font-size: 8pt;\">2<\/span><span style=\"font-size: 12pt;\">)<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">P<\/span><span style=\"font-size: 8pt;\">T <\/span><span style=\"font-size: 12pt;\">: Kademedeki etkin bas\u0131n\u00e7 (kg\/cm<\/span><span style=\"font-size: 8pt;\">2<\/span><span style=\"font-size: 12pt;\">) W : Kar\u0131\u015f\u0131m\u0131n \u00f6zg\u00fcl a\u011f\u0131rl\u0131\u011f\u0131 (gr\/cm<\/span><span style=\"font-size: 8pt;\">3<\/span><span style=\"font-size: 12pt;\">)<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">H : Kademe ortas\u0131 ile kuyu a\u011fz\u0131 manometresi aras\u0131ndaki uzakl\u0131k (m)<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 41pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">\u03b1 : Deli\u011fin d\u00fc\u015feyle yapt\u0131\u011f\u0131 a\u00e7\u0131 (<\/span><span style=\"font-size: 8pt;\">0<\/span><span style=\"font-size: 12pt;\">) P<\/span><span style=\"font-size: 8pt;\">S <\/span><span style=\"font-size: 12pt;\">: Toplam y\u00fck kayb\u0131 (kg\/cm<\/span><span style=\"font-size: 8pt;\">2<\/span><span style=\"font-size: 12pt;\">)<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 3 E n j e k s i yo n Y a p \u0131 l m a s \u0131<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Su deneyi yap\u0131lm\u0131\u015f ve sonu\u00e7lar ge\u00e7irimsiz ko\u015fullar\u0131 g\u00f6steriyorsa enjeksiyona ince bir kar\u0131\u015f\u0131mla ba\u015flanacakt\u0131r. Delgi s\u0131ras\u0131nda dola\u015f\u0131m suyu kayb\u0131 ve bo\u015fluk ge\u00e7ilmesi, su deneyi s\u0131ras\u0131nda istenen bas\u0131nca ula\u015f\u0131lamamas\u0131 gibi olaylar olursa enjeksiyona daha kal\u0131n bir kar\u0131\u015f\u0131mla ba\u015flanacakt\u0131r. Enjeksiyon \u00e7e\u015fitine g\u00f6re \u00f6nceden belirlenen miktardaki kar\u0131\u015f\u0131m\u0131n enjekte edilmesine kar\u015f\u0131n ref\u00fc bas\u0131nc\u0131n\u0131n 1\/3&#8217;\u00fc veya daha fazlas\u0131na ula\u015f\u0131lamazsa idarenin talimat\u0131yla kumlu ve di\u011fer katk\u0131l\u0131 kar\u0131\u015f\u0131mlara ge\u00e7ilecektir. Ref\u00fc ko\u015fullar\u0131na ula\u015f\u0131ld\u0131\u011f\u0131nda kar\u0131\u015f\u0131m incetilecektir. Ref\u00fc bas\u0131nc\u0131 20 dakikal\u0131k s\u00fcre zarf\u0131nda uygulanacak, kar\u0131\u015f\u0131m cinsine ve ref\u00fc bas\u0131nc\u0131na g\u00f6re belirlenen kar\u0131\u015f\u0131m yeme oran\u0131 (L\/dak) s\u0131n\u0131r de\u011ferin alt\u0131nda ger\u00e7ekle\u015firse ref\u00fcye ula\u015f\u0131lm\u0131\u015f kabul edilecektir.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">\u00d6nceden belirlenen miktardaki kar\u0131\u015f\u0131m\u0131n verilmesine kar\u015f\u0131n ref\u00fcye ula\u015f\u0131lamam\u0131\u015fsa pompa h\u0131z\u0131n\u0131n azalt\u0131lmas\u0131, kum veya priz h\u0131zland\u0131r\u0131c\u0131 katk\u0131lar\u0131n kullan\u0131lmas\u0131, enjeksiyon i\u015flemine ara verilmesi (kuyunun dinlendirilmesi) gibi i\u015flemlere idarenin talimat\u0131yla ge\u00e7ilecektir. Dinlendirme i\u015fleminde enjeksiyona ara verilir verilmez kuyu su ile y\u0131kanacakt\u0131r. Aksi talimat olmad\u0131k\u00e7a ref\u00fc ko\u015fullar\u0131n\u0131n sa\u011flanmas\u0131ndan sonra kuyu a\u011fz\u0131na uygun alet (manometre, paker, tahta t\u0131ka\u00e7 vb) ba\u011flan\u0131p enjekte edilen kar\u0131\u015f\u0131m\u0131n prizini al\u0131p sertle\u015fmesi kadar beklenecektir<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Derz enjeksiyonuna ba\u015flamadan \u00f6nce t\u00fcm borular bas\u0131n\u00e7l\u0131 su deneyine tabi tutulacak, a\u00e7\u0131k olmalar\u0131 sa\u011flanacakt\u0131r. Su deneyi ve enjeksiyon s\u0131ras\u0131nda saptanan t\u00fcm ka\u00e7aklar uygun malzeme ile t\u0131ka\u00e7lanacakt\u0131r. Her bir zonun enjeksiyon i\u015flemi tamamlan\u0131ncaya dek enjeksiyona kesinlikle ara verilmeyecektir. Enjeksiyonun s\u00fcreklili\u011fini sa\u011flamak amac\u0131yla y\u00fcklenici t\u00fcm malzeme ve ekipman\u0131 i\u00e7eren iki adet enjeksiyon \u00fcnitesini i\u015f ba\u015f\u0131nda bulunduracakt\u0131r. Enjekte edilen derz ile enjeksiyon \u00fcnitesi aras\u0131ndaki mesafe 50 m&#8217;yi a\u015fmayacakt\u0131r. Bir zonun enjeksiyonundan hemen sonra t\u00fcm enjeksiyon ve havaland\u0131rma sistemi bas\u0131n\u00e7l\u0131 su ile y\u0131kanacakt\u0131r. Enjeksiyon, derzin a\u00e7\u0131kl\u0131\u011f\u0131na ba\u011fl\u0131 olarak su, \u00e7imento ve uygun katk\u0131lar kar\u0131\u015f\u0131m\u0131yla yap\u0131lacakt\u0131r. Her bir enjeksiyon zonu a\u015famalar halinde enjekte edilecektir. 1. a\u015famada derzlerin doldurulmas\u0131 i\u00e7in havaland\u0131rma borusundan kar\u0131\u015f\u0131m gelene dek d\u00fc\u015f\u00fck bas\u0131n\u00e7 alt\u0131nda kar\u0131\u015f\u0131m bas\u0131lacakt\u0131r. Bundan sonra enjeksiyon bas\u0131nc\u0131 art\u0131r\u0131lacakt\u0131r. Y\u00fcklenici beton bloklar\u0131n enjeksiyon bas\u0131nc\u0131ndan zarar g\u00f6rmemesi i\u00e7in gerekli t\u00fcm \u00f6nlemleri alacakt\u0131r. Her bir a\u015famadaki ref\u00fc bas\u0131n\u00e7lar\u0131 idare taraf\u0131ndan belirlenecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 4 E n j e k s i yo n S \u0131 r a s \u0131 n d a k i \u00d6 l \u00e7 \u00fc m l e r ve T e m i z l i k<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon s\u0131ras\u0131nda uygulanan bas\u0131n\u00e7tan olu\u015fabilecek hareketler, hidrolik \u00e7atlatma, tabaka kalkmas\u0131, temel kabarmas\u0131, \u00e7elik kaplaman\u0131n \u015fi\u015fmesi y\u0131rt\u0131lmas\u0131, beton kaplaman\u0131n \u00e7atlamas\u0131-y\u0131k\u0131lmas\u0131, dolgu malzemelerinin y\u0131kanmas\u0131-t\u0131kanmas\u0131, beton bloklar\u0131n derzler boyunca hereket etmesi gibi arzulanmayan olaylar uygun aletler yard\u0131m\u0131yla sistematik olarak \u00f6l\u00e7\u00fcl\u00fcp kontrol alt\u0131nda tutulacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyonu yap\u0131lan ortam k\u0131r\u0131nt\u0131, \u00e7amur, su, gres ya\u011f\u0131 ve benzeri at\u0131k malzemeden temizlenecek, kuyu a\u011f\u0131zlar\u0131 enjeksiyon \u00f6ncesi ve s\u0131ras\u0131nda temiz tutulacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyonu yap\u0131lan yerle patlatma b\u00f6lgesi aras\u0131ndaki uzakl\u0131k jeofizik y\u00f6ntemler ve uygun deneylerle dairesel bir alan olarak belirlenecek ve bu zon i\u00e7inde kesinlikle patlatma yap\u0131lmayacakt\u0131r.<\/span><span style=\"font-family: Arial;\"><br \/>\n<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 5 E n j e k s i yo n \u00d6 l \u00e7 \u00fc t l e r i v e E k E n j e k s i yo n<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Enjeksiyonun ba\u015far\u0131s\u0131n\u0131 belirlemek amac\u0131yla, enjeksiyon \u00e7e\u015fitine ve boyutuna g\u00f6re proje ve \u015fartnamesinde belirtildi\u011fi \u015fekilde veya idarenin talimat\u0131 uyar\u0131nca, karotlu\/karotsuz delinen ve bas\u0131n\u00e7l\u0131 su deneyi yap\u0131lan kontrol delikleri a\u00e7\u0131lacakt\u0131r. Enjeksiyon \u00f6ncesi ge\u00e7irimlilik de\u011ferleri; kat\u0131 madde al\u0131\u015flar\u0131; kontrol kuyular\u0131 kat\u0131 madde ve ge\u00e7irimlilik de\u011ferleri; jeolojik, jeoteknik ve hidrojeolojik ko\u015fullar; olas\u0131 ka\u00e7ak suyun yeri ve yap\u0131 yerlerine olabilecek etkisi; proje \u00f6zellikleri, kabul edilebilir ka\u00e7ak su miktar\u0131 ve proje i\u00e7in \u00f6nemi ve benzeri hususlar bir b\u00fct\u00fcn olarak de\u011ferlendirilerek ek enjeksiyon delikleri \u0130dare taraf\u0131ndan belirlenecektir. Kontrol kuyular\u0131ndaki bas\u0131n\u00e7l\u0131 su deneyleri, aksi belirtilmedik\u00e7e, a\u015fa\u011f\u0131daki \u015fekilde de\u011ferlendirilecektir<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Perde enjeksiyonu kontrol delikleri i\u00e7in:<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 7pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><em><span style=\"text-decoration: underline;\"> Q <\/span><br \/>\n<\/em> 0.1 0.5<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 8pt;\"><span style=\"font-family: Times New Roman;\"><em><span style=\"font-size: 12pt;\">P<\/span><span style=\"font-size: 7pt;\">T <\/span><span style=\"font-size: 12pt;\">xLxt<\/span><\/em><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Konsolidasyon enjeksiyonu kontrol delikleri i\u00e7in<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 7pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><em><span style=\"text-decoration: underline;\"> Q <\/span><br \/>\n<\/em> 0.3 0.5<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 8pt;\"><span style=\"font-family: Times New Roman;\"><em><span style=\"font-size: 12pt;\">P<\/span><span style=\"font-size: 7pt;\">T <\/span><\/em><span style=\"font-size: 12pt;\">.<em>L<\/em>.<em>t<\/em><\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kontak enjeksiyonu kontrol delikleri i\u00e7in (L= 1 m al\u0131narak)<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 7pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><em><span style=\"text-decoration: underline;\"> Q <\/span><br \/>\n<\/em> 0.1 0.3<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 8pt;\"><span style=\"font-family: Times New Roman;\"><em><span style=\"font-size: 12pt;\">P<\/span><span style=\"font-size: 7pt;\">T <\/span><\/em><span style=\"font-size: 12pt;\">.<em>L<\/em>.<em>t<\/em><\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Q : Kademeye verilen toplam su (1itre)<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">P<\/span><span style=\"font-size: 8pt;\">T <\/span><span style=\"font-size: 12pt;\">: Bas\u0131n\u00e7l\u0131 su deneyinde uygulanan etkin bas\u0131n\u00e7 (kg\/cm<\/span><span style=\"font-size: 8pt;\">2<\/span><span style=\"font-size: 12pt;\">) L : Deney yap\u0131lan kademenin uzunlu\u011fu (metre)<\/span><\/span><span style=\"font-size: 12pt;\"><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">t : Deney s\u00fcresi (dakika)<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Tutturulmam\u0131\u015f kum, silt ve \u00e7ak\u0131l benzeri daneli malzemeden olu\u015fan temellerde su deneyleri d\u0131\u015f\u0131nda, idarenin onay\u0131 ile zeminin mukavemet art\u0131\u015f\u0131n\u0131 saptamak amac\u0131yla uygun deneyler yap\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 6 D e l i k l e r i n D o l d u r u l m as\u0131 <\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Deliklerin doldurulmas\u0131 i\u015flemi idarenin belirleyece\u011fi y\u00f6ntem ve kar\u0131\u015f\u0131mlarla yap\u0131lacakt\u0131r. Enjeksiyon i\u015fleminin t\u00fcm\u00fcyle tamamlanmas\u0131ndan sonra deliklerin beton y\u00fczeyinden itibaren en az 5 cm&#8217;lik k\u0131s\u0131mdaki t\u00fcm ba\u011flant\u0131lar al\u0131nacakt\u0131r. Delikler kal\u0131n har\u00e7l\u0131 kar\u0131\u015f\u0131mlarla ve gerekli hallerde bas\u0131n\u00e7 uygulanarak doldurulacakt\u0131r. \u00d6zellikle yukar\u0131ya do\u011fru e\u011fimli b\u00fct\u00fcn tipteki delikler i\u00e7leri temizlenerek doldurulacakt\u0131r. Enjeksiyon kuyular\u0131n\u0131n bulundu\u011fu yere g\u00f6re delik a\u011f\u0131zlar\u0131 ya har\u00e7l\u0131 kar\u0131\u015f\u0131mlarla yada mukavemeti y\u00fcksek \u00f6zel kar\u0131\u015f\u0131mlarta t\u0131ka\u00e7lan\u0131p s\u0131vanacakt\u0131r. Gerekli yerlerde t\u0131ka\u00e7 betonu te\u00e7hizatla destelenecektir (ankraj yuvalar\u0131 gibi).<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 7 E n j e k s i yo n K a y\u0131 t l a r \u0131<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon kay\u0131tlar\u0131 idarenin gerekli g\u00f6rd\u00fc\u011f\u00fc di\u011fer bilgiler yan\u0131nda \u015fu bilgileri i\u00e7erecektir.<\/span><br \/>\n<\/span><\/p>\n<ul>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Proje ad\u0131, enjeksiyon yap\u0131lan yer<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon \u00e7e\u015fiti, kuyu yeri ve numaras\u0131<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kuyunun pozisyonu, e\u011fimi, kotu, derinli\u011fi<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjekte edilen kademe metreleri ve enjeksiyon y\u00f6ntemi<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon tak\u0131m\u0131 cinsi, lastik ve \u00e7elik hortumlar\u0131n uzunlu\u011fu ve \u00e7ap\u0131, pakerin cinsi, \u00e7ap\u0131, boyu ve di\u011fer \u00f6zellikleri<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyona ba\u015flama ve biti\u015f tarih ve saati<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kullan\u0131lan kar\u0131\u015f\u0131m tipi, a\u011f\u0131rl\u0131k ve hacim olarak miktar\u0131, kar\u0131\u015f\u0131mdaki malzeme cinsine g\u00f6re deli\u011fe verilen miktar<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Kar\u0131\u015f\u0131m\u0131n de\u011fi\u015ftirme zaman\u0131, o s\u0131rada uygulanan bas\u0131n\u00e7<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Ani bas\u0131n\u00e7 de\u011fi\u015fmelerinin zaman\u0131 ve o s\u0131rada kullan\u0131lan kar\u0131\u015f\u0131m<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Uygulanmas\u0131 gerekli bas\u0131n\u00e7 ve manometre bas\u0131nc\u0131<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Manometrenin delik ba\u015f\u0131ndan uzakl\u0131\u011f\u0131, delik ile manometre aras\u0131ndaki y\u00fckseklik<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Ref\u00fc tamamlanmadan \u00f6nceki 20 dakikadaki al\u0131\u015f miktar\u0131 ve kar\u0131\u015f\u0131m tipi<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Deli\u011fe verilmeyip zayi olan miktar (litre ve kg olarak)<\/span><\/span><\/li>\n<li style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Proje ve \u015fartnameler ile idarenden belirtti\u011fi usullere g\u00f6re i\u015f veya ak\u0131tma yap\u0131lmamas\u0131n\u0131n nedenleri ve gerek\u00e7eleri<\/span><br \/>\n<\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4 . 5 . 8 E n j e k s i yo n G r a f i k v e K e s i t l e r i<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Enjeksiyon kuyular\u0131na ili\u015fkin veri ve sonu\u00e7lar grafik ve kesitler \u00fczerinde g\u00f6sterilecektir. Ano, kesit, faz, s\u0131ralara g\u00f6re kat\u0131 madde veya hacimsel al\u0131\u015flar; bas\u0131n\u00e7-su emme de\u011ferlerine g\u00f6re enjeksiyon \u00f6ncesi ve sonras\u0131 kontrol kuyular\u0131n\u0131n su deneyi sonu\u00e7lar\u0131n\u0131 g\u00f6steren grafikler ile her bir enjeksiyon \u00e7e\u015fidine ve amac\u0131na g\u00f6re de\u011fi\u015fen grafikler haz\u0131rlanacakt\u0131r. Kuyular a\u00e7\u0131ld\u0131klar\u0131 yerdeki jeolojik verileri de g\u00f6steren kesitler ve planlar \u00fczerine pozisyonlar\u0131na g\u00f6re i\u015flenerek kademelere g\u00f6re kat\u0131 madde al\u0131\u015f\u0131, su deneyi sonucu, varsa artezyen debi ve bas\u0131nc\u0131, yeralt\u0131 su seviyesi, her bir kuyuya verilen toplam kar\u0131\u015f\u0131m hacmi ve kat\u0131 madde miktar\u0131, enjeksiyon ref\u00fc bas\u0131nc\u0131, enjeksiyon \u00f6ncesi ve sonras\u0131 su deneyi sonucu gibi bilgiler bu \u00e7izimler \u00fczerinde g\u00f6sterilecektir (EK-C).<\/span><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>4. 5 . 9 E n j e k s i yo n R a p o r u<\/strong><br \/>\n<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">\u0130\u015f bitiminde enjeksiyon raporu yaz\u0131lacak ve idareye sunulacakt\u0131r. Raporda \u00e7al\u0131\u015fma yap\u0131lan yere ili\u015fkin genel ve yap\u0131sal jeoloji, amaca g\u00f6re birimlerin jeoteknik \u00f6zellikleri (delinebilme, enjekte edilebilme vb), karotlu delgilar\u0131 esas alan yeralt\u0131 jeolojisi ve ayr\u0131nt\u0131l\u0131 karot loglar\u0131, delgi s\u0131ras\u0131nda yap\u0131lan deneylerin sonu\u00e7lar\u0131, enjeksiyonda sarfedilen<\/span><\/p>\n<p style=\"text-align: justify; margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">malzemelerin kademelere g\u00f6re litre ve kg olarak miktar\u0131, yeralt\u0131 su durumu vb ayr\u0131nt\u0131lar belirtilecek, haz\u0131rlanan \u015fekil, grafik ve kesitler rapora eklenecektir. Raporun yaz\u0131m\u0131nda rapor yaz\u0131m kurallar\u0131na uyulacakt\u0131r.<\/span><\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>EKLER<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>EK &#8211; A<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><img decoding=\"async\" src=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/01\/082217_1953_DelgiveEnje3.jpg\" alt=\"\"><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>DELG\u0130 LOGU DOLDURMA KILAVUZU<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Delgi logu; yer, delginin konumu, ekip ve ekipmanla ilgili bilgileri i\u00e7eren <strong>Ba\u015fl\u0131k B\u00f6l\u00fcm\u00fc<\/strong><\/span><br \/>\n<span style=\"font-family: Times New Roman;\">ile delgiden elde edilen verilerin yer ald\u0131\u011f\u0131 <strong>Bilgi B\u00f6l\u00fcm\u00fc<\/strong>&#8216;\u00fcnden olu\u015fmaktad\u0131r (EK-B).<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 14pt;\"><span style=\"font-family: Times New Roman;\"><strong>BA\u015eLIK B\u00d6L\u00dcM\u00dc<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Firma ad\u0131 : <\/strong>Delgiyi a\u00e7an delgi firmas\u0131n\u0131n ad\u0131 yaz\u0131lacakt\u0131r.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Proje: <\/strong>Temel delgilerin a\u00e7\u0131ld\u0131\u011f\u0131 proje ile \u00fcnite ad\u0131 yaz\u0131lacakt\u0131r. \u00d6rnek,<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">&#8221;Dalaman Projesi-Akk\u00f6pr\u00fc Baraj\u0131&#8221;.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>\u0130l : <\/strong>Delgi hangi ilin s\u0131n\u0131rlar\u0131 i\u00e7inde a\u00e7\u0131l\u0131yorsa o ilin ad\u0131 yaz\u0131lacakt\u0131r.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Yeri : <\/strong>Delginin proje i\u00e7indeki yeri yaz\u0131lacakt\u0131r. \u00d6rnek, sa\u011f sahil, dolusavak, derivasyon t\u00fcneli vb<\/span><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Konumu: <\/strong>Delginin d\u00fc\u015fey veya e\u011fik a\u00e7\u0131ld\u0131\u011f\u0131 yaz\u0131lacakt\u0131r. E\u011fik a\u00e7\u0131lan delgilerde e\u011fim a\u00e7\u0131s\u0131 ve kuzeyle yapt\u0131\u011f\u0131 a\u00e7\u0131 belirtilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Derinli\u011fi : <\/strong>Delginin derinli\u011fi yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Koordinatlar\u0131: <\/strong>Delginin a\u00e7\u0131ld\u0131\u011f\u0131 yerin memleket nivelman\u0131na g\u00f6re X ve Y<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">koordinatlar\u0131 yaz\u0131lacakt\u0131r.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Kotu : <\/strong>Delginin memleket nivelman\u0131na g\u00f6re kotu yaz\u0131lacakt\u0131r. Kot \u00f6l\u00e7\u00fcmlerinin ba\u015fl\u0131k betonu \u00fczerinden yap\u0131lmas\u0131na dikkat edilecektir.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Ba\u015flag\u0131\u00e7 tarihi : <\/strong>Delgi makinas\u0131n\u0131n fiili olarak delmeye ba\u015flad\u0131\u011f\u0131 tarih yaz\u0131lacakt\u0131r.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Biti\u015f tarihi : <\/strong>Delginin tamamland\u0131\u011f\u0131 tarih yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Makina tipi : <\/strong>Delginin a\u00e7\u0131lmas\u0131nda kullan\u0131lan makinan\u0131n cinsi ve markas\u0131 yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Sond\u00f6r : <\/strong>Delginin a\u00e7\u0131l\u0131\u015f\u0131 s\u0131ras\u0131ndaki sorumlu sond\u00f6r\u00fcn ad\u0131 ve soyad\u0131 yaz\u0131lacakt\u0131r.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Logu haz\u0131rlayanlar : <\/strong>Delgi a\u00e7\u0131m\u0131dan sorumlu olan delgi m\u00fchendisi ile proje m\u00fchendisinin ad\u0131 soyad\u0131 ve \u00fcnvanlar\u0131 yaz\u0131lacakt\u0131r. Delgi loglar\u0131 tamamland\u0131ktan sonra ilk sayfa, adlar\u0131 yaz\u0131lan bu m\u00fchendisler taraf\u0131ndan yaz\u0131lacak ve di\u011fer sayfalar\u0131n sa\u011f alt k\u00f6\u015feleri paraf edilecektir.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Delgi no : <\/strong>Delginin talimatta belirtilen numaras\u0131 yaz\u0131lacakt\u0131r.<\/span><\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\"><strong>Sayfa no : <\/strong>Logun sayfa numaras\u0131 yaz\u0131lacakt\u0131r. Bu numaralar logun ilk sayfas\u0131nda sa\u011f \u00fcst k\u00f6\u015fede \u00e7er\u00e7eve i\u00e7inde, di\u011fer sayfalarda ise sa\u011f \u00fcst k\u00f6\u015fede \u00e7er\u00e7eve d\u0131\u015f\u0131ndaki belirtilen yerlere yaz\u0131lacakt\u0131r.<br \/>\n<\/span><\/p>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 14pt;\"><span style=\"font-family: Times New Roman;\"><strong>B\u0130LG\u0130 B\u00d6L\u00dcM\u00dc<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Delgiden elde edilen t\u00fcm veri ve de\u011ferlendirmelerin kaydedildi\u011fi b\u00f6l\u00fcmd\u00fcr. Delgi bilgisi, delgi deneyleri, kaya \u00f6zellikleri ile t\u00fcm bu verileri tamamlay\u0131c\u0131 bilgileri ihtiva eden jeolojik kesit ve tan\u0131mlama b\u00f6l\u00fcmlerinden olu\u015fur.<br \/>\n<\/span><\/p>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 14pt;\"><span style=\"font-family: Times New Roman;\"><strong>Delgi Bilgisi<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\">Bu bilgiler kuyunun ilerlemesi s\u0131ras\u0131nda sond\u00f6r taraf\u0131ndan g\u00fcnl\u00fck kay\u0131t formlar\u0131na i\u015f1enir. Delgi m\u00fchendisi ve proje ilgili m\u00fchendisi delgi\u0131 takibe gitti\u011finde bu bilgileri sond\u00f6rden al\u0131r.<\/span><span style=\"font-size: 14pt;\"><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(1) Derinlik : <\/strong>Yukar\u0131dan a\u015fa\u011f\u0131ya do\u011fru delginin metre cinsinden derinli\u011fi i\u015faretlenecektir. \u00d6l\u00e7ek 1\/100 olacakt\u0131r. Gere\u011fi halinde 1\/50 olabilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(2) \u0130lerleme : <\/strong>Her g\u00fcn ula\u015f\u0131lan derinlik, tarihi ile beraber i\u015flenecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(3) Su seviyesi : <\/strong>Her g\u00fcn sabah vardiyas\u0131 i\u015fe ba\u015f1amadan \u00f6nce su seviyesi \u00f6l\u00e7\u00fclecek<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">ve tarihi ile beraber kaydedilecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(4) Kuyunun \u00e7ap\u0131: <\/strong>Kullan\u0131lan kesici ve cinsi yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(5) Muhafaza borusu <\/strong>kullan\u0131lan ve <strong>\u00e7imentolama <\/strong>yap\u0131lan seviyeler i\u015faretlenecektir.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(6) Delgi suyu<\/strong>ndaki kay\u0131p ve fazlal\u0131klar ile sudaki renk de\u011fi\u015fimleri yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 14pt;\"><span style=\"font-family: Times New Roman;\"><strong>Delgi Deneyleri<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">Bu b\u00f6l\u00fcmde delgi talimat\u0131nda istenen ge\u00e7irimlilik ve standart penetrasyon deneyi sonu\u00e7lar\u0131 yer al\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt; padding-left: 60px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Bas\u0131n\u00e7l\u0131 Su Deneyi<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt; padding-left: 60px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(7) <\/strong>Deneyde uygulanan manometre bas\u0131n\u00e7lar\u0131 yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt; padding-left: 60px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(8), (9) <\/strong>Birinci ve ikinci 5 dakikadaki toplam su al\u0131\u015f litre cinsinden yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt; padding-left: 60px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(10) <\/strong>10 dakika sonundaki toplam su al\u0131\u015f litre cinsinden yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt; padding-left: 60px;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(11) <\/strong>Bas\u0131n\u00e7l\u0131 su deneyinden elde edilen veriler Lugeon cinsinden hesaplanacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Bas\u0131n\u00e7s\u0131z Su Deneyi<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(12)&nbsp;&nbsp;&nbsp;&nbsp;<\/strong>Deli\u011fe 5&#8217;er dakikal\u0131k s\u00fcre ile 4 kez (toplam 20 dakika) su verilecektir. Her 5 dakika i\u00e7in verilen su de\u011ferleri litre cinsinden ayr\u0131 ayr\u0131 yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(13) <\/strong>Bas\u0131n\u00e7s\u0131z su deneyi sonucunda elde edilen veriler K cinsinden hesaplanacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Standart Penetrasyon Deneyi<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(14)&nbsp;&nbsp;&nbsp;&nbsp;<\/strong>Numune al\u0131c\u0131n\u0131n veya koni ucun zemine ilk 15 cm \u00e7akabilmek i\u00e7in gereken darbe say\u0131s\u0131 yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(15)&nbsp;&nbsp;&nbsp;&nbsp;<\/strong>Numune al\u0131c\u0131n\u0131n veya koni ucun zemine ikinci 15 cm \u00e7akabilmek i\u00e7in gereken darbe say\u0131s\u0131 yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(16)&nbsp;&nbsp;&nbsp;&nbsp;<\/strong>Numune al\u0131c\u0131n\u0131n veya koni ucun zemine 30 cm \u00e7akabilmek i\u00e7in gereken darbe say\u0131s\u0131 yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-family: Times New Roman; font-size: 12pt;\"><strong>(17) <\/strong>50 \u015fahmerdan darbesi vuruldu\u011fu halde semplerin veya koni ucun zemine 30 cm<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\">\u00e7akabilmek m\u00fcmk\u00fcn olmad\u0131\u011f\u0131 takdirde 50 darbe sonunda kaydedilen ilerleme yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(18) <\/strong>Penetrasyon deneyleri sonucunda elde edilen veriler de\u011ferlendirilerek sonu\u00e7lar<\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-family: Times New Roman;\"><span style=\"font-size: 12pt;\">kg\/cm<\/span><span style=\"font-size: 8pt;\">2 <\/span><span style=\"font-size: 12pt;\">cinsinden yaz\u0131lacakt\u0131r.<\/span><\/span><\/p>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>Kaya \u00d6zellikleri<\/strong><\/span><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(19) Karot y\u00fczdesi : <\/strong>Delgiden sorumlu sond\u00f6r taraf\u0131ndan hesaplanacak ve sonu\u00e7lar % olarak rakamla yaz\u0131lacakt\u0131r.<\/span><\/span><\/p>\n<p style=\"margin-left: 41pt;\"><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(20) RQD (kaya kalitesi): <\/strong>Proje m\u00fchendisi taraf\u0131ndan hesaplanacak ve sonu\u00e7lar %<\/span><br \/>\n<span style=\"font-family: Times New Roman;\">olarak rakamla yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(21) \u00c7atlak s\u0131kl\u0131\u011f\u0131: <\/strong>Proje m\u00fchendisi taraf\u0131ndan karotlar\u0131n her metresinde \u00e7atlak say\u0131s\u0131 say\u0131larak yaz\u0131lacakt\u0131r.<\/span><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(22) Ayr\u0131\u015fma derecesi : <\/strong>Proje m\u00fchendisi taraf\u0131ndan hesaplanacakt\u0131r.<\/span><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(23) Jeolojik kesit: <\/strong>Delgi s\u0131ras\u0131nda ge\u00e7ilen birimler simgesel olarak i\u015flenecektir. Simgelerin kullan\u0131lmas\u0131nda \u0130dare&#8217;nin onaylayaca\u011f\u0131 standartlara uyulacakt\u0131r.<\/span><br \/>\n<\/span><span style=\"font-size: 12pt;\"><span style=\"font-family: Times New Roman;\"><strong>(24) Tan\u0131mlama: <\/strong>Karotlar\u0131n tan\u0131mlanmas\u0131 ve de\u011ferlendirilmesi sonucu elde edilen ve di\u011fer s\u00fctunlara yaz\u0131lamayan bilgiler burada detayl\u0131 olarak yaz\u0131lacakt\u0131r. \u00d6rnek; Renk, ge\u00e7ilen bo\u015fluk, s\u00fcreksizliklerin \u00f6zellikleri (dolgulu, dolgusuz, dolgu cinsleri) fay zonlar\u0131 ve \u00f6zellikleri, vb.<\/span><br \/>\n<\/span><span style=\"font-family: Times New Roman; font-size: 12pt;\"><strong>Yeralt\u0131suyu durumu : <\/strong>Delginin a\u00e7\u0131m\u0131 tamamland\u0131ktan sonra birer hafta ara ile en az 3 defa yeralt\u0131 suyu seviyesi \u00f6l\u00e7\u00fclecek ve de\u011ferler tarihleri ile birlikte logun sa\u011f \u00fcst k\u00f6\u015fesinde yer alan \u00e7er\u00e7eveli s\u00fctuna yaz\u0131lacakt\u0131r<\/span><\/p>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>E K &#8211; B<\/strong><br \/>\n<\/span><\/p>\n<p style=\"margin-left: 5pt;\"><img decoding=\"async\" class=\"alignleft\" src=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/01\/082217_1953_DelgiveEnje4.jpg\" alt=\"\"><\/p>\n<p style=\"margin-left: 5pt;\"><img decoding=\"async\" class=\"aligncenter\" src=\"https:\/\/bakiacil.com\/wp-content\/uploads\/2017\/01\/082217_1953_DelgiveEnje5.png\" alt=\"\" align=\"left\"><\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p style=\"margin-left: 5pt;\"><span style=\"font-family: Arial; font-size: 12pt;\"><strong>E K \u2013 C<\/strong><\/span><\/p>\n","protected":false},"excerpt":{"rendered":"<p>&nbsp;Baraj, g\u00f6let, reg\u00fclat\u00f6r, santral, y\u00fckleme havuzu, cebri boru, pompa istasyonu, kanal, t\u00fcnel, galeri vb su yap\u0131lar\u0131n\u0131n \u00f6n inceleme, planlama, kesin proje, uygulama ve kontrol\u00fc a\u015famalar\u0131 ile ilgili olarak;<\/p>","protected":false},"author":1,"featured_media":2537,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"advanced_seo_description":"","jetpack_seo_html_title":"","jetpack_seo_noindex":false,"_kadence_starter_templates_imported_post":false,"_kad_post_transparent":"","_kad_post_title":"","_kad_post_layout":"","_kad_post_sidebar_id":"","_kad_post_content_style":"","_kad_post_vertical_padding":"","_kad_post_feature":"","_kad_post_feature_position":"","_kad_post_header":false,"_kad_post_footer":false,"_kad_post_classname":"","_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":false,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_jetpack_memberships_contains_paid_content":false,"footnotes":"","jetpack_publicize_message":"","jetpack_publicize_feature_enabled":true,"jetpack_social_post_already_shared":false,"jetpack_social_options":{"image_generator_settings":{"template":"highway","default_image_id":0,"font":"","enabled":false},"version":2},"jetpack_post_was_ever_published":false},"categories":[5],"tags":[],"class_list":["post-1482","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-tunel-nedir"],"jetpack_publicize_connections":[],"jetpack_featured_media_url":"https:\/\/bakiacil.com\/wp-content\/uploads\/delgi-enjeksiyon-1.jpeg?v=1657999394","jetpack_sharing_enabled":true,"jetpack_shortlink":"https:\/\/wp.me\/p9zVBf-nU","jetpack_likes_enabled":true,"_links":{"self":[{"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/posts\/1482","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/comments?post=1482"}],"version-history":[{"count":1,"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/posts\/1482\/revisions"}],"predecessor-version":[{"id":2539,"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/posts\/1482\/revisions\/2539"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/media\/2537"}],"wp:attachment":[{"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/media?parent=1482"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/categories?post=1482"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/bakiacil.com\/en\/wp-json\/wp\/v2\/tags?post=1482"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}