{"id":9363,"date":"2023-08-30T11:36:56","date_gmt":"2023-08-30T11:36:56","guid":{"rendered":"https:\/\/temeltek.com.tr\/services\/geotechnical-tests\/inklinometre-testleri\/"},"modified":"2023-10-01T20:57:28","modified_gmt":"2023-10-01T20:57:28","slug":"inclinometer-tests","status":"publish","type":"page","link":"https:\/\/temeltek.com.tr\/en\/services\/geotechnical-tests\/inclinometer-tests\/","title":{"rendered":"Inclinometer Tests"},"content":{"rendered":"

[vc_row full_width=”stretch_row” css=”.vc_custom_1556018513487{padding-top: 0px !important;padding-bottom: 0px !important;}”][vc_column][vc_column_text]Temeltek, deneyimli personeli ile inklinometre okumalar\u0131 konusunda projelerinizde tutarl\u0131 \u00f6l\u00e7\u00fcmler yaparak sizlere destek sa\u011flamaktad\u0131r. \u0130nklinometre farkl\u0131 noktalar ve kaz\u0131k \u00e7ukurlar\u0131 boyunca yatay desplasman\u0131 \u00f6l\u00e7mek i\u00e7in kullan\u0131lan geoteknik \u00f6l\u00e7\u00fcm cihazlar\u0131ndan biridir.<\/strong><\/p>\n

\u0130n\u015faat projeleri s\u0131ras\u0131nda inklinometre \u00f6l\u00e7\u00fcmleri en \u00f6nemli geoteknik datalar\u0131 sa\u011flayan kaynaklard\u0131r.\u00a0 Inklinometre genellikle\u00a0iksa\u00a0<\/a>ve\u00a0\u00a0derin temel i\u015flerinde<\/a>, zemin ve\u00a0 duvarlar\u0131n\u0131n yatay hareketlerini \u00f6l\u00e7mede olduk\u00e7a i\u015fe yarar.\u00a0 Di\u011fer taraftan inklinometrelerin \u00e7ubuklu inklinometreler ve yerle\u015ftirmeli olmak \u00fczere iki kategorisi bulunmaktad\u0131r. T\u00fcm projelerde kullan\u0131m s\u00f6z konusu oldu\u011funda sadece \u00e7ubuklu inklinometrenin kullan\u0131labildi\u011fini ve bu kategorinin kullan\u0131m alan\u0131n geni\u015f oldu\u011fu g\u00f6r\u00fcl\u00fcr.<\/p>\n

\u0130nklinometre, bir sondaj deli\u011fine yerle\u015ftirilerek dik y\u00f6nde olu\u015fan hareketlerin \u00f6l\u00e7\u00fclmesini sa\u011flamaktad\u0131r. \u0130nklinometre arac\u0131l\u0131\u011f\u0131 ile d\u00fc\u015fey do\u011frultuda deli\u011fin iki taraf\u0131nda 10 \u2013 20o1lik sapmalar \u00f6l\u00e7\u00fclebilmekte, hareketin yeri, b\u00fcy\u00fckl\u00fc\u011f\u00fc ve y\u00f6n\u00fc saptanabilmektedir.\u00a0 Uygulama a\u00e7\u0131s\u0131ndan sondaj kuyular\u0131na yerle\u015ftirilen ekstansometrelerle kar\u015f\u0131la\u015ft\u0131r\u0131ld\u0131\u011f\u0131nda daha kullan\u0131\u015fl\u0131 ve basit oldu\u011fu g\u00f6r\u00fcl\u00fcr. Bu y\u00f6ntem ile \u00fc\u00e7\u00fcnc\u00fc boyutta da hareketlerin \u00f6l\u00e7\u00fcm\u00fc yap\u0131labilmektedir. Tek bir inklinometre ile \u00e7ok say\u0131da sondaj deli\u011finden \u00f6l\u00e7\u00fcm al\u0131nabilmesinin yan\u0131 s\u0131ra di\u011fer y\u00f6ntemlere nazaran \u00f6l\u00e7\u00fcm hassasl\u0131\u011f\u0131n\u0131n di\u011fer y\u00f6ntemlere g\u00f6re daha yo\u011fun olmas\u0131 bu y\u00f6ntemin di\u011fer bir \u00f6zelli\u011fidir. Bu a\u00e7\u0131dan kaya k\u00fctleleri ve zeminde olu\u015fabilecek yava\u015f hareketlerin \u00f6l\u00e7\u00fcm\u00fc al\u0131nabilmektedir.<\/p>\n

\u0130nklinometrc aleti alg\u0131lay\u0131c\u0131 (prob),, kay\u0131t cihaz\u0131 ve banlar aras\u0131ndaki ba\u011flant\u0131y\u0131 sa\u011flayan kablodan olu\u015fur.. G\u00f6vdesi, paslanmaz \u00e7elikten, yap\u0131lm\u0131\u015f olan alg\u0131lay\u0131c\u0131lar\u0131n 2 de\u011fi\u015fik, tipi bulunmaktad\u0131r. Yanal y\u00f6ndeki hareketlerin izlenmesinde kullan\u0131lan d\u00fc\u015fey inklinometre alg\u0131lay\u0131c\u0131lar\u0131 tekerleklerin bulundu\u011fu d\u00fczlemde di\u011feri ise bu eksene 90* dik durumda bulunan iki adet eksene sahiptir. Bu sayede boruda hem kuzey \u2013 g\u00fcney hem de do\u011fu \u2013 bat\u0131 y\u00f6nlerindeki sapmalar hesaplanabilir.<\/p>\n

Alg\u0131lay\u0131c\u0131dan al\u0131nan voltaj de\u011ferleri, alg\u0131lay\u0131c\u0131n\u0131n uzun ek\u015filinin d\u00fc\u015feyden olan sapmas\u0131 sonucu olu\u015fan a\u00e7\u0131yla do\u011fru orant\u0131l\u0131d\u0131r. Yatay inklinometre alg\u0131lay\u0131c\u0131lar\u0131 ise d\u00fc\u015fey y\u00f6nde meydana gelecek \u015fi\u015fme ve- oturma miktarlar\u0131n\u0131n saptanmas\u0131nda, kullan\u0131lmakta\u00a0 olup \u00e7ap ve boylar\u0131 yine de\u011fi\u015febilmektedir. Kay\u0131t cihaz\u0131, alg\u0131lay\u0131c\u0131 kullan\u0131larak kuyunun de\u011fi\u015fik derinliklerinden al\u0131nan verilerin saklanmas\u0131 amac\u0131yla kullan\u0131l\u0131r. \u0130nklinometre sisteminde, alg\u0131lay\u0131c\u0131 ile kay\u0131t cihaz\u0131 birbirlerine, \u00e7elik bir k\u0131l\u0131f ile \u00e7evrilmi\u015f, esnek ve suya kar\u015f\u0131 olduk\u00e7a dayan\u0131kl\u0131, metrik ve b\u00f6l\u00fcmlenmi\u015f kablo ile ba\u011flanmaktad\u0131r.<\/p>\n

\u0130nklinometre Aletinin Kullan\u0131m\u0131<\/strong><\/h3>\n

Yanal veya d\u00fc\u015fey y\u00f6ndeki defarmasyonlann \u00f6l\u00e7\u00fclebilmesi i\u00e7in ilk olarak, hareketin beklendi\u011fi yerlere sondaj kuyular\u0131n\u0131n a\u00e7\u0131lmas\u0131 gerekir. A\u00e7\u0131lan kuyular\u0131n deformasyona u\u011framas\u0131n\u0131 ve inklinometre borular\u0131n\u0131n kendi eksenleri etraf\u0131nda hareket etmesini engellemek i\u00e7in, bentonit \u00e7amur ile doldurulmas\u0131 gerekir.<\/p>\n

A\u00e7\u0131lm\u0131\u015f sondaj kuyular\u0131na, inklinometre borular\u0131n\u0131n yerle\u015ftirilmesi s\u0131ras\u0131nda, borular\u0131n i\u00e7 y\u00fczeylerinde bulunan ve birbirleriyle 90* a\u00e7\u0131 yapan oluk \u00e7iftlerinden birisi A+, A- oluk \u00e7ifti, di\u011feri ise B+, B- oluk \u00e7ifti olarak kabul edilir. Alg\u0131lay\u0131c\u0131n\u0131n daha kolay hareket etmesini ve yanal veya d\u00fc\u015fey y\u00f6ndeki deformasyonlann daha y\u00fcksek, bir hassasiyet ve do\u011frulukta \u00f6l\u00e7\u00fclmesini, sa\u011flayan oluklardan A+, A-oluk \u00e7ifti, A+ olu\u011fu muhtemel hareketin referans y\u00f6n\u00fc olacak \u015fekilde, beklenilen hareket y\u00f6n\u00fc ile ayn\u0131 do\u011frultuya getirilir. Bu kurala uygun olarak yerle\u015ftirilen 3 m boyundaki, inklinometre borular\u0131 birbirlerine \u00f6zel ba\u011flant\u0131larla eklenerek, kuyu i\u00e7ine kuyunun derinli\u011fi kadar boru indirilir.<\/p>\n

\u0130nklinometre borular\u0131n\u0131n yerle\u015ftirilmesi tamamland\u0131\u011f\u0131nda kuyu inklinometre \u00f6l\u00e7\u00fcmlerine haz\u0131r hale gelmi\u015ftir. Birinci grup \u00f6l\u00e7\u00fcmlerin al\u0131nabilmesi i\u00e7in alg\u0131lay\u0131c\u0131n\u0131n en \u00fcst tekerle\u011fi AOA referans y\u00f6n\u00fcne (A+ olu\u011funa) getirilmeli ve kay\u0131t cihaz\u0131 ile ba\u011flant\u0131s\u0131 sa\u011flanarak kuyu taban\u0131na kadar yava\u015f ve dikkatli bir \u015fekilde indirilmelidir. \u00d6l\u00e7\u00fcmlerin hatas\u0131z al\u0131nabilmesi i\u00e7in alg\u0131lay\u0131c\u0131n\u0131n kuyu. Taban\u0131na temas etmesi gerekir. Kuyu taban\u0131na indirilen alg\u0131lay\u0131c\u0131, daha \u00f6nceden karar verilen ve kay\u0131t, cihaz\u0131na, kaydedilen okuma aral\u0131\u011f\u0131 kadar kablo ile yukar\u0131 \u00e7ekilir ve k\u0131ska\u00e7 yard\u0131m\u0131yla sabitlenir. Okuma aral\u0131klar\u0131, \u00f6l\u00e7\u00fcmlerin daha hassas yap\u0131labilmesi i\u00e7in genellikle alg\u0131lay\u0131c\u0131n\u0131n uzunlu\u011fu kadar al\u0131n\u0131r (500 mm.).[\/vc_column_text][vc_single_image image=”8132″ img_size=”full” onclick=”zoom” css=”.vc_custom_1693395497212{padding-bottom: 25px !important;}”][vc_single_image image=”8134″ img_size=”full” onclick=”zoom” css=”.vc_custom_1693395551303{padding-bottom: 25px !important;}”][vc_column_text]<\/p>\n

    \n
  • Kay\u0131t cihaz\u0131n\u0131n ekran\u0131nda, g\u00f6r\u00fclen \u00f6l\u00e7\u00fcm de\u011ferleri alete kaydedilir. Bu i\u015flem kuyu ba\u015f\u0131na kadar 0.5 m aral\u0131klarla devam ettirilir ve A+, B+ \u00f6l\u00e7\u00fcmleri kaydedilir. \u0130nklinometre borular\u0131n\u0131n d\u00fczensizli\u011finden veya aletin s\u00fcr\u00fcklenmesinden dolay\u0131 olu\u015fabilecek hatal\u0131 \u00f6l\u00e7\u00fcmlerin giderilmesi veya. en aza indirilebilmesi ve her derinlik i\u00e7in al\u0131nan \u00f6l\u00e7\u00fcmlerin do\u011frulu\u011funun kontrol edilebilmesi i\u00e7in, alg\u0131lay\u0131c\u0131, y\u00fczeye \u00e7\u0131kt\u0131\u011f\u0131nda. 1.80* \u00e7evrilerek tekrar1 koyu taban\u0131na indirilir ve ilk grup \u00f6l\u00e7\u00fcmlerin al\u0131nmas\u0131 s\u0131ras\u0131nda yap\u0131lan, i\u015flemler tekrarlanarak A-, B- \u00f6l\u00e7\u00fcmleri kay\u0131t cihaz\u0131na, y\u00fcklenir.Alg\u0131y\u0131c\u0131n\u0131n 180\u00b0 \u00e7evrilmesine ba\u011fl\u0131 olarak, ayn\u0131 derinliklerden al\u0131nan A+, A- ve B+t B- de\u011ferleri birbirleriyle e\u015fit b\u00fcy\u00fckl\u00fckte fakat z\u0131t i\u015faretli, olmal\u0131d\u0131r. \u00d6l\u00e7\u00fcm de\u011ferlerinin birbirlerinden farkl\u0131la\u015fmas\u0131, \u00f6l\u00e7\u00fcm hatas\u0131n\u0131n artt\u0131\u011f\u0131n\u0131 g\u00f6sterir. inklinometre. \u00f6l\u00e7\u00fcmlerinin ilki, sondaj kuyusunun e\u011fri olarak, a\u00e7\u0131lm\u0131\u015f olabilece\u011fi ve kayma hareketinin h\u0131zl\u0131 b\u00eer \u015fekilde\u201d\u2018geli\u015febilece\u011fi olas\u0131l\u0131klar\u0131 g\u00f6z \u00f6n\u00fcnde bulundurularak, kuyu a\u00e7\u0131ld\u0131ktan ve i\u00e7ine, inklinometre borular\u0131 yerle\u015ftirildikten, hemen, sonra yap\u0131lmal\u0131d\u0131r. Kuyu herhangi bir1 harekete maruz kalmadan, al\u0131nan, bu \u00f6l\u00e7\u00fcmden elde edilen veriler daha. sonra yap\u0131lacak \u00f6l\u00e7\u00fcmlerde refejrans olarak kullan\u0131lacakt\u0131r. \u00d6l\u00e7\u00fcm aral\u0131\u011f\u0131 sondaj verilerinden yararlan\u0131larak, beklenen kayma hareketinin h\u0131z\u0131na g\u00f6re se\u00e7ilmelidir.H\u0131zl\u0131 bir hareketin beklendi\u011fi, sorunlu b\u00f6lgelerde a\u00e7\u0131lan kuyularda \u00f6l\u00e7\u00fcm akslar\u0131 daha. k\u0131sa se\u00e7ilirken, daha yava\u015f bir kayma hareketinin beklendi\u011fi b\u00f6lgelerde a\u00e7\u0131lan kuyularda ise \u00f6l\u00e7\u00fcm aral\u0131klar\u0131 daha uzun se\u00e7ilebilir.
    \n

    \u0130nklinometre \u00d6l\u00e7\u00fcmlerine Ait Hesaplamalar<\/strong><\/h3>\n

    Muhtemel kayma y\u00f6n\u00fc olarak, kabpj! edilen A+ y\u00f6n\u00fcnde meydana gelebilecek yanal hareketlerin yeri ve b\u00fcy\u00fckl\u00fc\u011f\u00fc, farkl\u0131 derinliklerdeki farkl\u0131 sapma, a\u00e7\u0131lar\u0131n\u0131n alg\u0131lay\u0131c\u0131 yard\u0131m\u0131yla hesaplanmas\u0131 sonucu saptanabilmektedir. Kuyu taban\u0131ndan itibaren her 0.5 m\u2019de bir y\u0131kar\u0131 \u00e7ekilen alg\u0131lay\u0131c\u0131 yard\u0131m\u0131yla al\u0131nan \u00f6l\u00e7\u00fcm, de\u011ferleri., ger\u00e7ekte alg\u0131lay\u0131c\u0131n\u0131n bulundu\u011fu derinliklerde, alg\u0131lay\u0131c\u0131n\u0131n uzun ekseninin, dolay\u0131s\u0131yla inklinometre borusunun d\u00fc\u015feyle yapt\u0131\u011f\u0131 sapma miktarlar\u0131n\u0131 g\u00f6sterir.<\/p>\n

    \u0130ki adet eksene- sahip olan d\u00fc\u015fey inklinometre problanile ilk. \u00f6l\u00e7\u00fcmler sonucu A.+ ve B+,180\u00b0 \u00e7evrilmesiyle yap\u0131lan ikinci a\u015fama \u00f6l\u00e7\u00fcmlerde ise A- ve B- de\u011ferleri<\/p>\n

    elde edilir. Kuyunun taban\u0131ndan y\u00fczeye, do\u011fru her 0.5 m\u2019de bir kaydedilen A+, A-, B+, B- de\u011ferleri,\u00a0RDG (mm.) = \u00b1 \u2018(L\/2) x SinG<\/strong>\u00a0 (1) ili\u015fkisiyle saptanmaktad\u0131r.<\/p>\n

    Burada;<\/p>\n

    RDG = Sapma miktar\u0131<\/p>\n

    \u00b1 = Harekelin y\u00f6n\u00fc<\/p>\n

    L\/2 = .Alg\u0131lay\u0131c\u0131 (Prob) uzunlu\u011funun yans\u0131 (metrik alg\u0131lay\u0131c\u0131larda. 2.50 rnm\u2019dir) B = Alg\u0131lay\u0131c\u0131n\u0131n uzun ekseninin d\u00fc\u015feyle yapm\u0131\u015f oldu\u011fu sapma a\u00e7\u0131s\u0131d\u0131r.<\/p>\n

    \u00d6l\u00e7\u00fcm de\u011feri (sapma miktar\u0131), sapma, a\u00e7\u0131s\u0131n\u0131n sin\u00fcs\u00fc ile do\u011fru orant\u0131l\u0131d\u0131r. Di\u011fer deyi\u015fle hareket, beklenen A+ y\u00f6n\u00fcnde giderek, art\u0131yorsa, 0 a\u00e7\u0131s\u0131 artacak bu da \u00f6l\u00e7\u00fcm, de\u011ferinin, artmas\u0131na neden, olacakt\u0131r. E\u015fitlikle hesaplanan sapma miktarlar\u0131, sapma a\u00e7\u0131lar\u0131n\u0131n k\u00fc\u00e7\u00fck olmas\u0131na ba\u011fl\u0131 olarak \u00e7ok k\u00fc\u00e7\u00fck de\u011ferler olarak bulunacakt\u0131r. Kay\u0131t, i\u015flemlerinin daha basite- indirgenmesi ve bir\u00e7ok gereksiz s\u0131f\u0131r rakam\u0131yla i\u015flem, yap\u0131lmas\u0131n\u0131 ortadan kald\u0131rmak i\u00e7in yukar\u0131da g\u00f6sterilen e\u015fitlikten, bulunan sapma miktarlar\u0131 100 ile \u00e7arp\u0131l\u0131r.<\/p>\n

    RDG (10\u20332 mm) = (250 x. Sin\u00a9) x 100 (2)<\/strong><\/p>\n

    Alg\u0131lay\u0131c\u0131n\u0131n en \u00fcst tekerle\u011fi A+ olu\u011funda kuyunun, her 0.5 metresindeki sapma, miktarlar\u0131 2 numaral\u0131 e\u015fitlik kullan\u0131larak hesaplan\u0131r. Bu sapma, miktarlar\u0131 alg\u0131lay\u0131c\u0131n\u0131n orta noktas\u0131n\u0131n b\u00f6l\u00fcnd\u00fc\u011f\u00fc derinli\u011fe aittir. Alg\u0131lay\u0131c\u0131n\u0131n, alt tekerle\u011finin, bulundu\u011fu derinliklerdeki sapma, miktarlar\u0131 ise, birinci grup ve alg\u0131lay\u0131c\u0131n\u0131n. 1.80\u00b0<\/p>\n

    \u00e7evrilmesiyle yap\u0131lan ikinci, grup \u00f6l\u00e7\u00fcmler sonucu kuyunun ayn\u0131 derinliklerde hesa.pla.nan, e\u015fit b\u00fcy\u00fckl\u00fckte fakat z\u0131t i\u015faretli sapma, miktarlar\u0131n\u0131n fark\u0131 al\u0131narak bulunur.<\/p>\n

    Yukar\u0131da anlat\u0131lan hesaplamalar\u0131 basitle\u015ftirebilmek ve hesaplar\u0131 grafikler halinde g\u00f6sterebilmek i\u00e7in Graham ve Sinco taraf\u0131ndan, bilgisayar programlar\u0131 da haz\u0131rlanm\u0131\u015ft\u0131r.<\/li>\n<\/ul>\n

    [\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=”8135″ img_size=”full” onclick=”zoom” css=”.vc_custom_1693395624696{padding-bottom: 25px !important;}”][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n

      \n
    • \n

      \u0130nklinometre Grafikleri<\/strong><\/h3>\n

      Arazide kay\u0131t cihaz\u0131na depolanm\u0131\u015f \u00f6l\u00e7\u00fcm de\u011ferleri mevcut haz\u0131r programlar arac\u0131l\u0131\u011f\u0131yla bilgisayara y\u00fcklenir. \u00d6nce kuyunun her 0.5 metresinde bulunan sapma, miktarlar\u0131 bir tablo \u015feklinde hesaplat\u0131l\u0131r. Bu i\u015flemler belirlenen aral\u0131klarda, ayn\u0131 kuyudan al\u0131nan, \u00f6l\u00e7\u00fcmler i\u00e7in de tekrarlan\u0131r. Bilgisayar\u0131n bu hesaplamalar s\u0131ras\u0131nda, yapt\u0131\u011f\u0131 i\u015flem,, ilk ve ikinci \u00f6l\u00e7\u00fcm sonucu ku.yu.nun ayn\u0131 derinkillerinde hesaplanan sapma miktarlar\u0131n\u0131 kar\u015f\u0131la\u015ft\u0131r\u0131p, bu \u00f6l\u00e7\u00fcm aral\u0131klar\u0131 s\u00fcresince ortaya \u00e7\u0131kabilecek hareketleri grafiksel olarak, g\u00f6stermektedir. Kuyudaki mevcut hareketleri \u00fc\u00e7 de\u011fi\u015fik tipteki grafikte g\u00f6rmek m\u00fcmk\u00fcnd\u00fcr.<\/p>\n

      Artan yer de\u011fi\u015ftirme grafi\u011fi:<\/strong><\/p>\n

      Bu grafik\u00a0 her 0.5 m derinlikte meydana gelebilecek, ger\u00e7ek de\u011fi\u015fimleri g\u00f6sterir., Y\u00fczeyden itibaren kuyu kadar her 0.5 m derinlikteki de\u011fi\u015fim miktarlar\u0131n\u0131n derinli\u011fe<\/p>\n

      ba\u011fl\u0131 olarak \u0130\u015faretlenmesi sonucu \u00e7izilen bir grafik tir, B<\/u><\/p>\n

      \u00a0<\/strong><\/p>\n

      Eklenerek artan de\u011fi\u015fim grafi\u011fi:<\/strong><\/p>\n

      \u0130lk grup \u00f6l\u00e7\u00fcmlerden, bu yana, kuyuda meydana gelebilecek de\u011fi\u015fimin toplam, miktar\u0131 ve en. B\u00fcy\u00fck de\u011fi\u015fimin ger\u00e7ekle\u015fti\u011fi derinli\u011fin tespit, edilmesinde kullan\u0131lan grafik t\u00fcr\u00fcd\u00fcr. Kuyu taban\u0131ndan ba\u015flamak \u00f6zere y\u00fczeye do\u011fru her 0.5 m derinlikteki de\u011fi\u015fim miktarlar\u0131n\u0131n toplanmas\u0131 ve derinli\u011fe ba\u011fl\u0131 olarak i\u015faretlenmesi ile \u00e7izilir.<\/p>\n

      \u201cYer de\u011fi\u015ftirme \u2013 zaman\u201d grafi\u011fi:<\/strong><\/p>\n

      Bu grafik t\u00fcr\u00fc ise se\u00e7ilmi\u015f herhangi bir derinlikte zamana ba\u011fl\u0131, olarak artan hareket de\u011fi\u015fim miktarlar\u0131n\u0131n izlenmesine yard\u0131mc\u0131 olur. \u201cYer de\u011fi\u015ftirme \u2013 zaman\u201d Grafi\u011finde en b\u00fcy\u00fck hareketin beklendi\u011fi derinlikteki de\u011fi\u015fim, miktar\u0131n\u0131n zamana ba\u011fl\u0131 olarak art\u0131\u015f\u0131n\u0131 g\u00f6rmek m\u00fcmk\u00fcnd\u00fcr.<\/li>\n<\/ul>\n

      [\/vc_column_text][vc_empty_space][\/vc_column][\/vc_row]<\/p>\n<\/section>","protected":false},"excerpt":{"rendered":"

      [vc_row full_width=”stretch_row” css=”.vc_custom_1556018513487{padding-top: 0px !important;padding-bottom: 0px !important;}”][vc_column][vc_column_text]Temeltek, deneyimli personeli ile inklinometre okumalar\u0131 konusunda projelerinizde tutarl\u0131 \u00f6l\u00e7\u00fcmler yaparak sizlere destek sa\u011flamaktad\u0131r. […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":9335,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-9363","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/pages\/9363","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/comments?post=9363"}],"version-history":[{"count":1,"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/pages\/9363\/revisions"}],"predecessor-version":[{"id":9364,"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/pages\/9363\/revisions\/9364"}],"up":[{"embeddable":true,"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/pages\/9335"}],"wp:attachment":[{"href":"https:\/\/temeltek.com.tr\/en\/wp-json\/wp\/v2\/media?parent=9363"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}