Incremental Iterative Calculation Method for Stress and Deformation of Retaining Structures under Asymmetric Excavation

Incremental Iterative Calculation Method for Stress and Deformation of Retaining Structures under Asymmetric Excavation

[Objectives] Numerous engineering practices and studies on foundation pits have shown that the bending moment and horizontal displacement of the support structure on the deep excavation side of asymmetric excavation foundation pits are significantly greater than those on the shallow excavation side,...

Full description

Saved in:
Bibliographic Details
Main Author: JIN Ya-bing, YU Peng, GE Fan, FU Xu-dong
Format: Article
Language:zho
Published: Editorial Office of Journal of Changjiang River Scientific Research Institute 2025-08-01
Series:长江科学院院报
Subjects:
asymmetric excavation|stress and deformation|internal support|support fixed point adjustment coefficient|incremental iterative calculation
Online Access:http://ckyyb.crsri.cn/fileup/1001-5485/PDF/1001-5485(2025)08-0101-10.pdf
Tags: Add Tag
No Tags, Be the first to tag this record!

Similar Items

Similar Items