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

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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Bibliographic Details
Main Authors: Ruisong Wang, Hao Yang, Pengpeng Ni, Chenyang Zhao, Chengchao Guo, Huihuan Ma, Pu Dong, Huqing Liang, Mengxiong Tang
Format: Article
Language:English
Published: KeAi Communications Co., Ltd. 2023-12-01
Series:Underground Space
Subjects:
Prefabricated recyclable structure
Double-row piles retaining system
Physical model test
Numerical simulation
Deformation
Online Access:http://www.sciencedirect.com/science/article/pii/S2467967423000855

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http://www.sciencedirect.com/science/article/pii/S2467967423000855

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