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Numerical investigation of the effects of excavation on piled embankments under static loading conditions

Abstract This study investigates the influence of adjacent excavation on piled embankments constructed on soft clay, with emphasis on settlement mechanisms, soil arching, and load transfer under static loading. A three-dimensional coupled-consolidation finite element model was developed using a hypo...

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Gorde:
Xehetasun bibliografikoak
Egile Nagusiak: Mukhtiar Ali Soomro, Tao Xu, Sergei Romanov, Vyacheslav Gulvanskii, Dmitrii Kaplun, Muhammad Hashim Bukhari
Formatua: Artigo
Hizkuntza:Inglês
Argitaratua: Nature Portfolio 2025-11-01
Saila:Scientific Reports
Gaiak:
Sarrera elektronikoa:https://doi.org/10.1038/s41598-025-24528-0
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