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地铁车站超大双基坑的施工工序

费建波 肖俊 周贤舜 杨朝帅

深圳大学学报(理工版)2025,Vol.42Issue(5):541-549,9.
深圳大学学报(理工版)2025,Vol.42Issue(5):541-549,9.DOI:10.3724/SP.J.1249.2025.05541

地铁车站超大双基坑的施工工序

Construction procedures for ultra-large twin foundation pits in metro stations

费建波 1肖俊 1周贤舜 1杨朝帅2

作者信息

  • 1. 深圳大学极端环境岩土和隧道工程智能建养全国重点实验室,广东 深圳 518060||深圳大学矿山深井建设技术国家工程研究中心,广东 深圳 518060||深圳大学土木与交通工程学院,广东 深圳 518060
  • 2. 广东省隧道结构智能监控与维护企业重点实验室,广东 广州 511458
  • 折叠

摘要

Abstract

The Shenzhen Dayun Transportation Hub project includes both the main station foundation pit and the transportation core foundation pit,which are closely adjacent and excavated simultaneously.This configuration poses significant construction challenges and high safety risks.To clarify the impact of the open-cut(top-down sequential excavation)and the cover-cut(bottom-up reverse excavation)methods on foundation pit safety,four combined construction procedures were simulated using the finite element method.The analysis focused on changes in the horizontal deformation of retaining structures,vertical deformation of slabs and surrounding ground settlement.The results indicate that the procedure of"station pit by reverse excavation and transportation core pit by reverse excavation"yielded the smallest deformations retaining structures,ground settlement,vertical displacement of the middle and bottom slabs,whereas the"station pit by sequential excavation and transportation core pit by sequential excavation"procedure resulted in the largest deformations.Based on the principles of minimizing structural deformation,the recommended optimal procedure for this type of project is to adopt sequential excavation for the larger foundation pit adjacent to the viaduct and reverse excavation for the smaller foundation pit far away from the viaduct.These findings provide theoretical support for improving the safety of similar large-scale underground construction projects.

关键词

地下工程/超大双基坑/数值模拟/明挖顺作法/盖挖逆作法/工序组合比选

Key words

underground construction/ultra-large twin foundation pits/numerical simulation/open-cut sequential excavation/cover-cut reverse excavation/procedure combination optimization

分类

建筑与水利

引用本文复制引用

费建波,肖俊,周贤舜,杨朝帅..地铁车站超大双基坑的施工工序[J].深圳大学学报(理工版),2025,42(5):541-549,9.

基金项目

National Natural Science Foundation of China(52422807,52178339) (52422807,52178339)

Technology Research and Development Plan of China Railway Group Limited(cz02-Special-02) 国家自然科学基金资助项目(52422807,52178339) (cz02-Special-02)

中国中铁股份有限公司科技研究开发计划资助项目(cz02-专项-02) (cz02-专项-02)

深圳大学学报(理工版)

OA北大核心

1000-2618

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