| 注册
首页|期刊导航|江西建材|地铁站基坑降水方案设计研究

地铁站基坑降水方案设计研究

黄涛

江西建材Issue(12):319-321,3.
江西建材Issue(12):319-321,3.

地铁站基坑降水方案设计研究

Research on Design of Dewatering Scheme for Subway Station Foundation Pit

黄涛1

作者信息

  • 1. 中铁十一局集团城市轨道工程有限公司,湖北 武汉 430070
  • 折叠

摘要

Abstract

Taking the dewatering design scheme of the main deep foundation pit of Yiting Road station of Suzhou rail Transit Line 3 as an example,the paper carries out the technical research on the dewatering design scheme of the deep foundation pit of Yiting Road Station.Through the analysis of the characteristics and difficulties of the dewatering project,three-dimensional seepage numerical method is used for simulation analysis,foundation pit stability analysis and dewatering deep well design to ensure the safety of deep foundation pit excavation and support construction process to ensure the stability of deep foundation pit slope,providing theoretical basis and experience for the design and construction of decompression dewatering.

关键词

夷亭路站/地铁车站/深基坑降水/三维渗流分析

Key words

Yiting Road Station/Subway stations/Deep foundation pit dewatering/Three-dimensional seepage analysis

分类

建筑与水利

引用本文复制引用

黄涛..地铁站基坑降水方案设计研究[J].江西建材,2023,(12):319-321,3.

江西建材

1006-2890

访问量0
|
下载量0
段落导航相关论文