Prestress Loss Law of Anchor Cables and Deformation Control for Metro Station Deep Foundation Pit in Soil-rock Composite Strata

Prestress Loss Law of Anchor Cables and Deformation Control for Metro Station Deep Foundation Pit in Soil-rock Composite Strata

[Objective] To control construction risks associated with deep metro station foundation pit in soil-rock composite strata, it is essential to analyze the stress characteristics of anchor cables and excavation-induced deformation during construction, formulate appropriate control measures accordingly...

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Bibliographic Details
Main Authors: SUN Chao, XIN Qingfei, SUN Zhicheng, WU Yufei, ZHOU Hao, XU Dongming, YANG Enze
Format: Article
Language:zho
Published: Urban Mass Transit Magazine Press 2025-06-01
Series:Chengshi guidao jiaotong yanjiu
Subjects:
metro
station deep foundation pit
soil-rock composite strata
anchor cable prestress loss
deformation control
Online Access:https://umt1998.tongji.edu.cn/journal/paper/doi/10.16037/j.1007-869x.20230632.html
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