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溶洞对贵阳轨道交通工程隧道影响的数值分析

李红卫

土木工程与管理学报2017,Vol.34Issue(4):24-29,6.
土木工程与管理学报2017,Vol.34Issue(4):24-29,6.

溶洞对贵阳轨道交通工程隧道影响的数值分析

Numerical Simulation of the Influence of Cave on Guiyang Railway Tunnel

李红卫1

作者信息

  • 1. 贵阳市城市轨道交通有限公司, 贵州 贵阳 550091
  • 折叠

摘要

Abstract

With the continuous development of infrastructure in southwest mountainous area of China, the karst disaster of karst tunnels has become a key technical problem of engineering survey, design and construction.In this paper, finite element software ABAQUS is used to analyze the stability of surrounding rock in the subway construction of Guiyang Metro, and the tunnel structure and surrounding rock stability in tunnel excavation are studied.The stress characteristics of tunnel structure during tunnel excavation and the displacement of tunnel surrounding rock during tunnel excavation are analyzed.The influence of cave location, cave size and different clearance distance between cave and tunnel on the stability of surrounding rock in metro construction are discussed.The research results have been used in the construction of practical projects, and have reference value for other similar areas of shield tunnel construction.

关键词

岩溶/隧道结构/数值模拟/围岩稳定/变化规律

Key words

karst/tunnel structure/numerical simulation/surrounding rock stability/regular pattern

分类

建筑与水利

引用本文复制引用

李红卫..溶洞对贵阳轨道交通工程隧道影响的数值分析[J].土木工程与管理学报,2017,34(4):24-29,6.

基金项目

国家自然科学基金(51378235 ()

71571078 ()

51308240) ()

国家重点研发项目(2016YFC0800208) (2016YFC0800208)

土木工程与管理学报

OA北大核心CHSSCDCSTPCD

2095-0985

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