{"id":2172,"date":"2026-10-08T17:20:27","date_gmt":"2026-10-08T14:20:27","guid":{"rendered":"https:\/\/gunesnova.com\/?p=2172"},"modified":"2026-10-08T17:25:58","modified_gmt":"2026-10-08T14:25:58","slug":"palplans-sistemlerinin-calisma-prensibi","status":"publish","type":"post","link":"https:\/\/gunesnova.com\/ro\/palplans-sistemlerinin-calisma-prensibi\/","title":{"rendered":"Palplan\u015f Sistemlerinin \u00c7al\u0131\u015fma Prensibi"},"content":{"rendered":"<div data-elementor-type=\"wp-post\" data-elementor-id=\"2172\" class=\"elementor elementor-2172\" data-elementor-post-type=\"post\">\n\t\t\t\t<div class=\"elementor-element elementor-element-809736c e-flex e-con-boxed e-con e-parent\" data-id=\"809736c\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-48b2d0d elementor-widget elementor-widget-text-editor\" data-id=\"48b2d0d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div>\n<h1 data-pm-slice=\"1 1 []\">Palplan\u015f Sistemlerinin \u00c7al\u0131\u015fma Prensibi<\/h1>\n<\/div>\n<div>Palplan\u015f sistemlerinin \u00e7al\u0131\u015fma prensibi, birbirine kilitlenen \u00e7elik profillerin zemine yerle\u015ftirilerek s\u00fcrekli bir perde olu\u015fturmas\u0131na dayan\u0131r. Bu sistemler, kaz\u0131 alanlar\u0131nda zeminin yatay hareketini s\u0131n\u0131rlar, toprak bas\u0131nc\u0131n\u0131 kar\u015f\u0131lar ve yeralt\u0131 suyu ge\u00e7i\u015fini kontrol etmeye yard\u0131mc\u0131 olur. \u00d6zellikle derin kaz\u0131larda, altyap\u0131 projelerinde ve suya yak\u0131n \u00e7al\u0131\u015fma alanlar\u0131nda g\u00fcvenli bir kaz\u0131 ortam\u0131 olu\u015fturmak amac\u0131yla kullan\u0131l\u0131r. Palplan\u015f sisteminin performans\u0131n\u0131 zemin \u00f6zellikleri, profil se\u00e7imi, g\u00f6mme derinli\u011fi ve uygulama y\u00f6ntemi belirler.<\/div>\n<div>\n<div>\n<h3>Palplan\u015f Sistemi Nedir?<\/h3>\n<p>Palplan\u015f, zemin tutma amac\u0131yla kullan\u0131lan ve yan kenarlar\u0131ndaki kilit ba\u011flant\u0131lar\u0131 sayesinde birbirine ge\u00e7en \u00e7elik profillerden olu\u015fan bir iksa sistemidir. \u0130ngilizcede <em>sheet pile<\/em> olarak adland\u0131r\u0131lan bu elemanlar, yan yana yerle\u015ftiklerinde kesintisiz bir zemin destekleme duvar\u0131 meydana getirir.<\/p>\n<p>Palplan\u015f sistemleri, kaz\u0131 s\u0131ras\u0131nda \u00e7evredeki topra\u011f\u0131n kaz\u0131 bo\u015flu\u011funa do\u011fru hareket etmesini s\u0131n\u0131rlar. Ayn\u0131 zamanda suya doygun zeminlerde yeralt\u0131 suyunun yatay ge\u00e7i\u015fini azaltmaya yard\u0131mc\u0131 olur.<\/p>\n<p>Sistemin \u00f6nemli \u00f6zelliklerinden biri, ge\u00e7ici ve kal\u0131c\u0131 uygulamalara uyum sa\u011flamas\u0131d\u0131r. Ge\u00e7ici \u00e7al\u0131\u015fmalarda ekipler, uygun zemin ve proje ko\u015fullar\u0131nda palplan\u015f profillerini i\u015f tamamland\u0131ktan sonra \u00e7\u0131karabilir. Kal\u0131c\u0131 uygulamalarda ise profiller yap\u0131n\u0131n bir par\u00e7as\u0131 olarak zeminde kal\u0131r.<\/p>\n<h3>Palplan\u015f Sistemleri Nas\u0131l \u00c7al\u0131\u015f\u0131r?<\/h3>\n<p>Palplan\u015f sistemleri, zemin bas\u0131nc\u0131 ile duvar\u0131n g\u00f6sterdi\u011fi diren\u00e7 aras\u0131ndaki denge \u00fczerinden \u00e7al\u0131\u015f\u0131r. Kaz\u0131 ba\u015flad\u0131\u011f\u0131nda duvar\u0131n arkas\u0131ndaki toprak, palplan\u015f profillerine yatay kuvvet uygular.<\/p>\n<p>Profiller bu kuvvetleri e\u011filme davran\u0131\u015f\u0131yla kar\u015f\u0131lar. Zemine yeterli derinlikte giren alt k\u0131s\u0131m ise duvar\u0131n hareketine kar\u015f\u0131 diren\u00e7 olu\u015fturur.<\/p>\n<p>Sistemin \u00e7al\u0131\u015fma prensibinde iki temel zemin davran\u0131\u015f\u0131 \u00f6ne \u00e7\u0131kar:<\/p>\n<ul>\n<li>\n<p><strong>Aktif zemin bas\u0131nc\u0131:<\/strong> Palplan\u015f\u0131n arkas\u0131ndaki zeminin duvara uygulad\u0131\u011f\u0131 yatay bas\u0131nc\u0131 ifade eder.<\/p>\n<\/li>\n<li>\n<p><strong>Pasif zemin direnci:<\/strong> Palplan\u015f\u0131n kaz\u0131 taban\u0131 alt\u0131nda kalan b\u00f6l\u00fcm\u00fcnde, zeminin duvar hareketine kar\u015f\u0131 geli\u015ftirdi\u011fi direnci tan\u0131mlar.<\/p>\n<\/li>\n<\/ul>\n<p>\u00d6zellikle konsol \u00e7al\u0131\u015fan palplan\u015f duvarlarda pasif zemin direnci kritik \u00f6nem ta\u015f\u0131r. Duvar\u0131n yeterli derinli\u011fe ula\u015fmamas\u0131, yatay hareketleri art\u0131rabilir ve kaz\u0131 g\u00fcvenli\u011fini olumsuz etkileyebilir.<\/p>\n<p>Bu nedenle m\u00fchendisler palplan\u015f boyunu yaln\u0131zca kaz\u0131 derinli\u011fine g\u00f6re se\u00e7mez. Zemin dayan\u0131m\u0131, yeralt\u0131 suyu seviyesi, \u00e7evresel y\u00fckler ve beklenen duvar deformasyonlar\u0131 da tasar\u0131mda belirleyici rol oynar.<\/p>\n<h3>Palplan\u015f Profillerinin Kilit Sistemi Nas\u0131l \u00c7al\u0131\u015f\u0131r?<\/h3>\n<p>Palplan\u015f profillerinin kenarlar\u0131nda birbirine ge\u00e7en \u00f6zel kilit ba\u011flant\u0131lar\u0131 bulunur. Bu ba\u011flant\u0131lar, ayr\u0131 profillerin yan yana ilerleyerek s\u00fcrekli bir perde olu\u015fturmas\u0131n\u0131 sa\u011flar.<\/p>\n<p>U ve Z tipi palplan\u015f profilleri, yayg\u0131n kullan\u0131lan kesitler aras\u0131nda yer al\u0131r. Her iki profil tipi de farkl\u0131 kesit \u00f6zellikleri ve e\u011filme dayan\u0131mlar\u0131 sunar. M\u00fchendisler uygun profili zemin y\u00fcklerine, kaz\u0131 geometrisine ve uygulama ko\u015fullar\u0131na g\u00f6re belirler.<\/p>\n<p>Kilit ba\u011flant\u0131lar\u0131n\u0131n do\u011fru birle\u015fmesi, sistemin s\u00fcreklili\u011fi a\u00e7\u0131s\u0131ndan \u00f6nem ta\u015f\u0131r. \u00c7ak\u0131m s\u0131ras\u0131nda olu\u015fan a\u015f\u0131r\u0131 sapmalar veya kilit deformasyonlar\u0131, profillerin birbirine ge\u00e7mesini zorla\u015ft\u0131rabilir.<\/p>\n<p>Ba\u011flant\u0131lar\u0131n durumu, su ge\u00e7i\u015finin kontrol\u00fcnde de etkili olur. \u00c7elik profil g\u00f6vdesi su ge\u00e7irmese de kilit birle\u015fimlerinden s\u0131z\u0131nt\u0131 meydana gelebilir. Proje gereksinimlerine g\u00f6re \u00f6zel kilit s\u0131zd\u0131rmazl\u0131k malzemeleri bu ge\u00e7i\u015fi azalt\u0131r.<\/p>\n<h3>Palplan\u015f Uygulamas\u0131nda Zemin Ko\u015fullar\u0131n\u0131n \u00d6nemi<\/h3>\n<p>Palplan\u015f sistemlerinin verimli \u00e7al\u0131\u015fmas\u0131 i\u00e7in uygulama \u00f6ncesinde zemin \u00f6zelliklerini do\u011fru de\u011ferlendirmek gerekir. Her zemin t\u00fcr\u00fc, \u00e7ak\u0131m s\u0131ras\u0131nda farkl\u0131 diren\u00e7 g\u00f6sterir.<\/p>\n<p>Kumlu ve \u00e7ak\u0131ll\u0131 zeminlerde palplan\u015f profilleri uygun ekipmanlarla zemine ilerleyebilir. Ancak \u00e7ok s\u0131k\u0131 \u00e7ak\u0131l tabakalar\u0131, iri bloklar ve beklenmedik sert ge\u00e7i\u015fler \u00e7ak\u0131m i\u015flemini zorla\u015ft\u0131r\u0131r.<\/p>\n<p>Killi zeminlerde ise zeminin k\u0131vam\u0131, dayan\u0131m\u0131 ve profil y\u00fczeyine g\u00f6sterdi\u011fi diren\u00e7 \u00f6nem kazan\u0131r. Yumu\u015fak zeminlerde \u00e7ak\u0131m daha kolay ilerlese de d\u00fc\u015f\u00fck zemin dayan\u0131m\u0131 nedeniyle duvar hareketlerinin dikkatle incelenmesi gerekir.<\/p>\n<p>Sert kaya tabakalar\u0131nda standart palplan\u015f \u00e7ak\u0131m\u0131 genellikle uygun bir \u00e7\u00f6z\u00fcm sunmaz. Bu t\u00fcr ko\u015fullarda m\u00fchendisler farkl\u0131 iksa y\u00f6ntemlerini veya \u00f6zel zemin haz\u0131rl\u0131k \u00e7al\u0131\u015fmalar\u0131n\u0131 de\u011ferlendirir.<\/p>\n<p>Yeralt\u0131 suyu seviyesi de sistem davran\u0131\u015f\u0131n\u0131 do\u011frudan etkiler. Su bas\u0131nc\u0131, zeminin dayan\u0131m\u0131 ve kaz\u0131 taban\u0131ndaki hidrolik ko\u015fullar birlikte ele al\u0131nmal\u0131d\u0131r.<\/p>\n<h3>Palplan\u015f \u00c7ak\u0131m\u0131 Hangi Y\u00f6ntemlerle Yap\u0131l\u0131r?<\/h3>\n<p>Palplan\u015f \u00e7ak\u0131m\u0131nda uygulama y\u00f6ntemini zemin \u00f6zellikleri, profil uzunlu\u011fu ve saha ko\u015fullar\u0131 belirler. Sekt\u00f6rde \u00fc\u00e7 temel y\u00f6ntem \u00f6ne \u00e7\u0131kar.<\/p>\n<p><strong>Vibrasyonlu \u00e7ak\u0131m y\u00f6ntemi:<\/strong> Vibro \u00e7ak\u0131c\u0131, palplan\u015f profiline d\u00fc\u015fey titre\u015fim uygular. Bu titre\u015fimler profil ile zemin aras\u0131ndaki s\u00fcrt\u00fcnme direncini azaltarak ilerlemeyi kolayla\u015ft\u0131r\u0131r. Y\u00f6ntem \u00f6zellikle kumlu ve uygun gran\u00fcler zeminlerde etkili \u00e7al\u0131\u015f\u0131r.<\/p>\n<p><strong>Darbeli \u00e7ak\u0131m y\u00f6ntemi:<\/strong> Hidrolik veya mekanik darbeli sistemler, palplan\u015f profiline tekrarl\u0131 darbe enerjisi aktar\u0131r. Bu y\u00f6ntem, vibrasyonlu \u00e7ak\u0131m\u0131n zorland\u0131\u011f\u0131 baz\u0131 s\u0131k\u0131 zemin ko\u015fullar\u0131nda tercih edilir. Ekipman se\u00e7imi s\u0131ras\u0131nda profilin darbe dayan\u0131m\u0131 da dikkate al\u0131n\u0131r.<\/p>\n<p><strong>Hidrolik presleme y\u00f6ntemi:<\/strong> Presleme ekipman\u0131, palplan\u015f profilini kontroll\u00fc bir kuvvetle zemine iter. Titre\u015fim ve g\u00fcr\u00fclt\u00fc hassasiyetinin y\u00fcksek oldu\u011fu \u015fehir i\u00e7i uygulamalarda avantaj sa\u011flar. Ancak zemin direnci ve makine kapasitesi y\u00f6ntemin uygulanabilirli\u011fini s\u0131n\u0131rlar.<\/p>\n<h3>Palplan\u015f Montaj\u0131 ve Uygulama A\u015famalar\u0131<\/h3>\n<p>Palplan\u015f uygulamas\u0131, saha haz\u0131rl\u0131\u011f\u0131 ve yerle\u015fim plan\u0131n\u0131n belirlenmesiyle ba\u015flar. Ekipler \u00f6ncelikle palplan\u015f hatt\u0131n\u0131 i\u015faretler ve profillerin yerle\u015fece\u011fi g\u00fczerg\u00e2h\u0131 kontrol eder.<\/p>\n<p>Ard\u0131ndan uygun \u00e7ak\u0131m ekipman\u0131 sahaya al\u0131n\u0131r. \u0130lk profil, tasar\u0131mda belirlenen konuma ve do\u011frultuya g\u00f6re zemine yerle\u015ftirilir.<\/p>\n<p>Sonraki profillerin kilit ba\u011flant\u0131lar\u0131 \u00f6nceki profillerle birle\u015ftirilir. Ekipler her yeni eleman\u0131 kontroll\u00fc bi\u00e7imde ilerleterek palplan\u015f perdesini tamamlar.<\/p>\n<p>Uygulama s\u0131ras\u0131nda \u015fu kontroller \u00f6nem ta\u015f\u0131r:<\/p>\n<ul>\n<li>\n<p>Profillerin d\u00fc\u015fey do\u011frultuda ilerlemesi<\/p>\n<\/li>\n<li>\n<p>Kilit ba\u011flant\u0131lar\u0131n\u0131n do\u011fru birle\u015fmesi<\/p>\n<\/li>\n<li>\n<p>Tasar\u0131mda belirlenen \u00e7ak\u0131m derinli\u011fine ula\u015f\u0131lmas\u0131<\/p>\n<\/li>\n<li>\n<p>Profillerde a\u015f\u0131r\u0131 e\u011filme veya deformasyon olu\u015fmamas\u0131<\/p>\n<\/li>\n<li>\n<p>\u00c7ak\u0131m titre\u015fimlerinin \u00e7evredeki yap\u0131lara etkisi<\/p>\n<\/li>\n<\/ul>\n<p>Palplan\u015f duvar\u0131 tamamland\u0131ktan sonra kaz\u0131 i\u015flemi, m\u00fchendislik projesinde belirlenen a\u015famalara g\u00f6re ilerler. Ekipler kaz\u0131 derinli\u011fi artt\u0131k\u00e7a duvar hareketlerini ve zemin davran\u0131\u015f\u0131n\u0131 takip eder.<\/p>\n<h3>Palplan\u015f Sistemleri ile Fore Kaz\u0131k \u0130ksa Aras\u0131ndaki Farklar<\/h3>\n<p>Palplan\u015f ve fore kaz\u0131k iksa sistemleri, kaz\u0131 \u00e7evresindeki zemini desteklemek amac\u0131yla kullan\u0131l\u0131r. Ancak iki sistemin uygulama ve \u00e7al\u0131\u015fma prensipleri birbirinden farkl\u0131d\u0131r.<\/p>\n<p>Palplan\u015f sistemlerinde ekipler, birbirine kilitlenen haz\u0131r profilleri zemine \u00e7akar veya presler. B\u00f6ylece s\u00fcrekli bir duvar olu\u015fturur.<\/p>\n<p>Fore kaz\u0131k iksa sistemlerinde ise \u00f6zel delgi makineleriyle zeminde d\u00fc\u015fey kuyular a\u00e7\u0131l\u0131r ve bu kuyular \u00fczerinden kaz\u0131k elemanlar\u0131 olu\u015fturulur. Kaz\u0131klar proje ko\u015fullar\u0131na g\u00f6re aral\u0131kl\u0131, te\u011fet veya kesi\u015fen d\u00fczende konumlan\u0131r.<\/p>\n<p>Palplan\u015f sistemleri, \u00e7ak\u0131m i\u00e7in uygun zeminlerde ve ge\u00e7ici kaz\u0131 \u00e7al\u0131\u015fmalar\u0131nda pratik avantajlar sa\u011flar. Fore kaz\u0131k iksa sistemleri ise \u00f6zellikle b\u00fcy\u00fck \u00e7apl\u0131 delgi gerektiren, rijitlik ihtiyac\u0131n\u0131n y\u00fcksek oldu\u011fu veya palplan\u015f \u00e7ak\u0131m\u0131n\u0131n zorla\u015ft\u0131\u011f\u0131 projelerde de\u011ferlendirilir.<\/p>\n<p>Her iki sistem aras\u0131nda se\u00e7im yaparken kaz\u0131 derinli\u011fi, zemin tabakalar\u0131, yeralt\u0131 suyu ve \u00e7evredeki yap\u0131lar\u0131n hassasiyeti belirleyici olur.<\/p>\n<h3>Palplan\u015f Sistemleri ve Trench Shoring Uygulamalar\u0131<\/h3>\n<p>Trench shoring, yani hendek kaz\u0131 destekleme sistemi, \u00f6zellikle boru hatlar\u0131 ve altyap\u0131 \u00e7al\u0131\u015fmalar\u0131nda dar kaz\u0131 alanlar\u0131n\u0131n desteklenmesini ama\u00e7lar.<\/p>\n<p>Bu sistemlerde kar\u015f\u0131l\u0131kl\u0131 hendek y\u00fczeyleri, projeye uygun destek elemanlar\u0131yla kontrol alt\u0131nda tutulur. Hendek kutular\u0131 ise temel olarak kaz\u0131 i\u00e7indeki \u00e7al\u0131\u015fanlar i\u00e7in korunakl\u0131 bir \u00e7al\u0131\u015fma b\u00f6lgesi sa\u011flar.<\/p>\n<p>Palplan\u015f sistemleri de uygun projelerde hendek kenarlar\u0131 boyunca s\u00fcrekli bir zemin tutucu perde olu\u015fturabilir. Ancak her trench shoring uygulamas\u0131 palplan\u015f kullanmaz.<\/p>\n<p>Dar hendeklerde \u00e7al\u0131\u015fma alan\u0131, kaz\u0131 derinli\u011fi, zemin dayan\u0131m\u0131 ve ekipman eri\u015fimi sistem se\u00e7iminde \u00f6nem ta\u015f\u0131r. Bu nedenle palplan\u015f ile di\u011fer hendek destekleme \u00e7\u00f6z\u00fcmlerini ayn\u0131 \u00e7al\u0131\u015fma prensibine sahip sistemler olarak de\u011ferlendirmemek gerekir.<\/p>\n<h3>Palplan\u015f Sistemleri Nerelerde Kullan\u0131l\u0131r?<\/h3>\n<p>Palplan\u015f sistemleri, zemin hareketlerinin kontrol alt\u0131na al\u0131nmas\u0131 gereken farkl\u0131 m\u00fchendislik projelerinde g\u00f6rev al\u0131r.<\/p>\n<p>Ba\u015fl\u0131ca kullan\u0131m alanlar\u0131 \u015funlard\u0131r:<\/p>\n<ul>\n<li>\n<p><strong>Derin temel kaz\u0131lar\u0131:<\/strong> Kaz\u0131 \u00e7evresindeki zemin hareketlerinin s\u0131n\u0131rland\u0131r\u0131lmas\u0131na yard\u0131mc\u0131 olur.<\/p>\n<\/li>\n<li>\n<p><strong>Altyap\u0131 \u00e7al\u0131\u015fmalar\u0131:<\/strong> Boru hatlar\u0131, kolekt\u00f6rler ve teknik altyap\u0131 kaz\u0131lar\u0131nda zemin deste\u011fi sa\u011flar.<\/p>\n<\/li>\n<li>\n<p><strong>Liman ve k\u0131y\u0131 yap\u0131lar\u0131:<\/strong> K\u0131y\u0131 boyunca zemin tutucu duvarlar\u0131n olu\u015fturulmas\u0131nda kullan\u0131l\u0131r.<\/p>\n<\/li>\n<li>\n<p><strong>Suya yak\u0131n kaz\u0131lar:<\/strong> Yeralt\u0131 suyu ge\u00e7i\u015finin s\u0131n\u0131rland\u0131r\u0131lmas\u0131 gereken uygulamalarda g\u00f6rev al\u0131r.<\/p>\n<\/li>\n<li>\n<p><strong>Ge\u00e7ici \u00e7al\u0131\u015fma alanlar\u0131:<\/strong> Uygun ko\u015fullarda s\u00f6k\u00fclebilen zemin destekleme perdeleri olu\u015fturur.<\/p>\n<\/li>\n<\/ul>\n<p>Her uygulama alan\u0131 farkl\u0131 y\u00fckler ve zemin ko\u015fullar\u0131 i\u00e7erir. Bu nedenle ayn\u0131 palplan\u015f profilinin b\u00fct\u00fcn projelerde ayn\u0131 performans\u0131 g\u00f6stermesi beklenmez.<\/p>\n<h3>Palplan\u015f Sistemlerinde Verimlilik ve Performans Nas\u0131l Art\u0131r\u0131l\u0131r?<\/h3>\n<p>Palplan\u015f uygulamalar\u0131nda verimlilik, do\u011fru profil ve \u00e7ak\u0131m ekipman\u0131n\u0131n se\u00e7ilmesiyle ba\u015flar. Zemin ko\u015fullar\u0131na uygun olmayan ekipman, \u00e7ak\u0131m s\u00fcresini uzatabilir ve profillerde hasar olu\u015fturabilir.<\/p>\n<p>Kilit ba\u011flant\u0131lar\u0131n\u0131n temiz tutulmas\u0131, profillerin do\u011fru do\u011frultuda ilerlemesi ve \u00e7ak\u0131m parametrelerinin d\u00fczenli kontrol\u00fc uygulama kalitesini art\u0131r\u0131r.<\/p>\n<p>\u00d6zellikle de\u011fi\u015fken zemin tabakalar\u0131nda \u00e7ak\u0131m h\u0131z\u0131 ve ekipman davran\u0131\u015f\u0131 dikkatle takip edilmelidir. Beklenmedik \u00e7ak\u0131m direnci, zemindeki sert bir tabakaya veya profil hizas\u0131ndaki probleme i\u015faret edebilir.<\/p>\n<p>\u0130\u015fletme a\u015famas\u0131nda ise duvar\u0131n yatay hareketleri, yeralt\u0131 suyu ko\u015fullar\u0131 ve \u00e7evredeki zemin davran\u0131\u015f\u0131 izlenir. Kal\u0131c\u0131 palplan\u015f uygulamalar\u0131nda korozyon etkileri de uzun d\u00f6nem performans a\u00e7\u0131s\u0131ndan \u00f6nem ta\u015f\u0131r.<\/p>\n<p>Do\u011fru zemin analizi, uygun palplan\u015f profili, kontroll\u00fc \u00e7ak\u0131m ve d\u00fczenli saha takibi bir araya geldi\u011finde sistem, tasar\u0131mda \u00f6ng\u00f6r\u00fclen zemin tutma i\u015flevini g\u00fcvenilir bi\u00e7imde yerine getirir.<\/p>\n<\/div>\n<div>\n<div>\n<div>\u00a0<\/div>\n<\/div>\n<\/div>\n<p>\u00a0<\/p>\n<\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-d669567 elementor-widget elementor-widget-image\" data-id=\"d669567\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"800\" height=\"662\" src=\"https:\/\/gunesnova.com\/wp-content\/uploads\/2026\/01\/M-30630-2_bear-1024x847.webp\" class=\"attachment-large size-large wp-image-1409\" alt=\"\" srcset=\"https:\/\/gunesnova.com\/wp-content\/uploads\/2026\/01\/M-30630-2_bear-1024x847.webp 1024w, https:\/\/gunesnova.com\/wp-content\/uploads\/2026\/01\/M-30630-2_bear-300x248.webp 300w, https:\/\/gunesnova.com\/wp-content\/uploads\/2026\/01\/M-30630-2_bear-768x635.webp 768w, https:\/\/gunesnova.com\/wp-content\/uploads\/2026\/01\/M-30630-2_bear-15x12.webp 15w, https:\/\/gunesnova.com\/wp-content\/uploads\/2026\/01\/M-30630-2_bear.webp 1080w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-83fed68 e-flex e-con-boxed e-con e-parent\" data-id=\"83fed68\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>Palplan\u015f Sistemlerinin \u00c7al\u0131\u015fma Prensibi Palplan\u015f sistemlerinin \u00e7al\u0131\u015fma prensibi, birbirine kilitlenen \u00e7elik profillerin zemine yerle\u015ftirilerek s\u00fcrekli bir perde olu\u015fturmas\u0131na dayan\u0131r. Bu sistemler, kaz\u0131 alanlar\u0131nda zeminin yatay hareketini s\u0131n\u0131rlar, toprak bas\u0131nc\u0131n\u0131 kar\u015f\u0131lar ve yeralt\u0131 suyu ge\u00e7i\u015fini kontrol etmeye yard\u0131mc\u0131 olur. \u00d6zellikle derin kaz\u0131larda, altyap\u0131 projelerinde ve suya yak\u0131n \u00e7al\u0131\u015fma alanlar\u0131nda g\u00fcvenli bir kaz\u0131 ortam\u0131 olu\u015fturmak amac\u0131yla kullan\u0131l\u0131r. [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1,12],"tags":[],"class_list":["post-2172","post","type-post","status-publish","format-standard","hentry","category-blog","category-gunes-nova-rehber"],"_links":{"self":[{"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/posts\/2172","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/comments?post=2172"}],"version-history":[{"count":12,"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/posts\/2172\/revisions"}],"predecessor-version":[{"id":2185,"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/posts\/2172\/revisions\/2185"}],"wp:attachment":[{"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/media?parent=2172"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/categories?post=2172"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/gunesnova.com\/ro\/wp-json\/wp\/v2\/tags?post=2172"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}