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),...

ver descrição completa

Detalhes bibliográficos

Principais autores:	Ruisong Wang, Hao Yang, Pengpeng Ni, Chenyang Zhao, Chengchao Guo, Huihuan Ma, Pu Dong, Huqing Liang, Mengxiong Tang
Formato:	Artigo
Idioma:	Inglês
Publicado em:	KeAi Communications Co., Ltd. 2023-12-01
coleção:	Underground Space
Assuntos:	Prefabricated recyclable structure Double-row piles retaining system Physical model test Numerical simulation Deformation
Acesso em linha:	http://www.sciencedirect.com/science/article/pii/S2467967423000855
Tags:	Adicionar Tag Sem tags, seja o primeiro a adicionar uma tag!