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地铁隧道暗挖施工地表沉降模拟分析

李涛 嵇长民 冀文欢 张文强 龚文波 万烨

桂林理工大学学报2016,Vol.36Issue(4):738-742,5.
桂林理工大学学报2016,Vol.36Issue(4):738-742,5.DOI:10.3969/j.issn.1674-9057.2016.04.015

地铁隧道暗挖施工地表沉降模拟分析

Ground settlement caused by the excavation of mined subway tunnel

李涛 1嵇长民 1冀文欢 1张文强 1龚文波 1万烨1

作者信息

  • 1. 中国矿业大学(北京)力学与建筑工程学院,北京100083
  • 折叠

摘要

Abstract

Tunnel constructed by shallow tunneling method would cause settlement more or less,so how to predict the amount of settlement means a lot to the construction.Based on the situ measurement and numerical simulation via FLAC3D,this article takes 6th line of Beijing subway for example,using FLAC3D to calculate the ground settlement caused by the shallow tunneling method.The result shows that the simulation is similar to the value we measured,and the settlement can be divided into three stages,while most settlement occurs when the excavation face overpasses.Reasonable simulation can approximately predict the settlement and provide advice for similar excavation.

关键词

浅埋暗挖/地铁隧道/数值模拟/地表沉降

Key words

shallow-buried excavation/subway tunnel/numerical simulation/ground settlement

分类

交通工程

引用本文复制引用

李涛,嵇长民,冀文欢,张文强,龚文波,万烨..地铁隧道暗挖施工地表沉降模拟分析[J].桂林理工大学学报,2016,36(4):738-742,5.

基金项目

国家自然科学基金重点项目(U1261212) (U1261212)

国家自然科学基金青年科学基金项目(51508556) (51508556)

中央高校基本科研业务费专项资金项目(2009QL02) (2009QL02)

北京高等学校青年英才计划项目(YETP0944) (YETP0944)

桂林理工大学学报

OA北大核心CSTPCD

1674-9057

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