Research on the spatial effect of foundation pit under asymmetric loads

Research on the spatial effect of foundation pit under asymmetric loads

Abstract: This research describes the evolution of the spatial effects of foundation pits considering internal support and external loads. Based on the existing concept of “plane strain ratio”, the term “plane strain ratio considering maximum surface settlement” is proposed to characterize the spati...

Full description

Bibliographic Details
Main Authors: Changjie Xu, Zhaorui Lin, Yalong Jiang, Yufeng Shi, Xiaozhen Fan, Zheng Xiong, Yangfeng Liu
Format: Article
Language:English
Published: Frontiers Media S.A. 2022-09-01
Series:Frontiers in Materials
Subjects:
asymmetrical foundation pit
ground settlement
spatial effects
3D FEM
range of influence
Online Access:https://www.frontiersin.org/articles/10.3389/fmats.2022.976696/full

Similar Items

Similar Items