Model test and numerical simulation of a new prefabricated double-row piles retaining system in silty clay ground

This paper introduces a new prefabricated recyclable double-row piles retaining system for excavations in silty clay ground. Laboratory model test and numerical simulation are conducted to study the system behavior upon excavation. The horizontal displacement (δh), Von Mises stress (σM), strain (ε),...

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Autores principales:	Ruisong Wang, Hao Yang, Pengpeng Ni, Chenyang Zhao, Chengchao Guo, Huihuan Ma, Pu Dong, Huqing Liang, Mengxiong Tang
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	KeAi Communications Co., Ltd. 2023-12-01
Colección:	Underground Space
Materias:	Prefabricated recyclable structure Double-row piles retaining system Physical model test Numerical simulation Deformation
Acceso en línea:	http://www.sciencedirect.com/science/article/pii/S2467967423000855
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