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岩溶带地铁深基坑地连墙施工风险分析

樊辉 徐市委 孔灵 李南 张丁丁

云南水力发电2023,Vol.39Issue(12):80-83,4.
云南水力发电2023,Vol.39Issue(12):80-83,4.DOI:10.3969/j.issn.1006-3951.2023.12.017

岩溶带地铁深基坑地连墙施工风险分析

Risk Analysis on Construction of Diaphragm Wall of Subway Deep Foundation Pitin Karst Zone

樊辉 1徐市委 1孔灵 1李南 1张丁丁1

作者信息

  • 1. 中国水利水电第十四工程局有限公司,云南 昆明 650041
  • 折叠

摘要

Abstract

Diaphragm wall is an important form of support in deep foundation pit engineering.Due to complex geological,construction,and environmental factors,the construction process is often accompanied by numerous risks.Taking the deep foundation pit of the subway under construction as the research object,this paper conducts a risk analysis of the key and difficult points in the construction process of diaphragm wall,discusses the possible causes of accidents during the construction process,and provides corresponding safety construction suggestions.At the same time,treatment measures are provided for special karst geology to ensure the safety of diaphragm wall construction.

关键词

地连墙/岩溶带/地铁深基坑/风险分析

Key words

diaphragm wall/karst zone/subway deep foundation pit/risk analysis

分类

建筑与水利

引用本文复制引用

樊辉,徐市委,孔灵,李南,张丁丁..岩溶带地铁深基坑地连墙施工风险分析[J].云南水力发电,2023,39(12):80-83,4.

云南水力发电

1006-3951

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