中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2012, Vol. 31 ›› Issue (3): 389-393.DOI: 10.3969/j.issn.1674-0696.2012.03.09

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大跨径地铁车站交叉口数值分析

王先义,彭波,吴文忠   

  1. 重庆交通大学土木建筑学院,重庆400074
  • 收稿日期:2011-11-24 修回日期:2011-12-06 出版日期:2012-06-15 发布日期:2015-03-12
  • 作者简介:王先义(1965—),男,四川南充人,副教授,博士,主要从事隧道、边坡、基坑、地基与基础等方面的研究。E-mail:wxydcfs@163.com。

Numerical Analysis of Intersection of Long-Span Subway Station

Wang Xian-yi,Peng Bo,Wu Wen-zhong   

  1. School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2011-11-24 Revised:2011-12-06 Online:2012-06-15 Published:2015-03-12

摘要: 以在建的重庆·西部国际会展中心配套市政交通工程高义口车站为研究对象,采用有限元数值软件ANSYS 三维数值模拟大跨径地铁车站与出入口通道交叉部位,在有出入口与无出入口情况下,对车站交叉口附近围岩和初 期支护力学行为进行对比分析。同时,在隧道施工过程中对围岩位移进行监测,分析围岩的位移状态随时间的变化 规律,验证数值分析可靠性。分析结果显示,出入口开挖对交叉口区域内围岩的位移和应力都产生显著影响,交叉 口拱顶和底部位移影响较大,应力在拱顶、拱腰和底部都变化明显。

关键词: 大跨径隧道, 交叉隧道, 数值模拟

Abstract: The constructing station of Gaoyikou,which is a part of matching traffic engineering for Western International Convention and Exhibition Centre in Chongqing,was took as the object of study. The finite element software-ANSYS was used to simulate the cross site between the long-span subway station and the inward and outward channels. At the circunstances of entrances and no entrances,the mechanical behavior of the rock and initial support near the station intersection were compared. At the same time,the displacement of surrounding rock in the tunnel construction process was monitored, the variation of the surrounding rock displacement over time was analyzed,and the reliability of numerical analysis was verified. The result shows that the excavation of import and export has a significant impact on the displacement and stress of rock within rigion of intersection,especially,the displacement of the vault and bottom,and the stress in the vault,haunch and bottom changes significantly.

Key words: Long-span tunnel, intersection tunnel, numerical simulation

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