Deformation Characteristics of Soil Layers and Diaphragm Walls during Deep Foundation Pit Excavation: Simulation Verification and Parameter Analysis

The research on the deformation of soil mass and ground connection walls is not sufficiently thorough due to the huge risk of deep excavation in soft soil areas. In this paper, finite element software is used to numerically simulate a symmetrical foundation pit in Suzhou, and the reliability is veri...

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Bibliographic Details
Main Authors: Zheyuan Feng, Qi Xu, Xiangyang Xu, Qiang Tang, Xuedong Li, Xin Liao
Format: Article
Language:English
Published: MDPI AG 2022-01-01
Series:Symmetry
Subjects:
Online Access:https://www.mdpi.com/2073-8994/14/2/254