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大跨度软弱围岩公路隧道施工过程仿真
引用本文:王松权,陈逸群. 大跨度软弱围岩公路隧道施工过程仿真[J]. 有色冶金设计与研究, 2006, 27(3): 52-56
作者姓名:王松权  陈逸群
作者单位:1. 铁道部科学研究院深圳研究设计院,广东,深圳,518034
2. 深圳市土地投资开发中心,广东,深圳,518034
摘    要:横龙山隧道喇叭口段地质条件差,隧道跨度大,给施工带来很大的难度,本文应用有限元方法对大跨度隧道的完整的开挖过程进行了动态模拟研究,模拟开挖采用的双侧壁导坑法的施工全过程,对隧道施工引起的围岩和地表沉降进行了分析,根据仿真计算的结果提出了大跨度隧道施工中应该注意的问题及相应的解决措施。

关 键 词:软弱围岩  大跨度隧道  动态施工  有限元
文章编号:1004-4345(2006)02-0052-05
收稿时间:2006-02-22
修稿时间:2006-02-22

Simulation of Large-span Highway Tunnel Construction with Soft Wall Rock
WANG Song-quan,CHEN Yi-qun. Simulation of Large-span Highway Tunnel Construction with Soft Wall Rock[J]. , 2006, 27(3): 52-56
Authors:WANG Song-quan  CHEN Yi-qun
Abstract:The construction at Henglongshan tunnel bell mouth section was proven extremely difficult due to the forbidding geological condition and large span of tunnel. This paper presents the dynamic analogue on the whole process of excavation of largespan tunnel by the finite element method, simulating the whole process of heading in excavating two rock walls of tunnel and analyzing the settlement of waft rock and ground surface during the tunnel construction. The problems worthy attention and the relevant resolution in the large-span tunnel construction are put forward based on the results of simulation calculation.
Keywords:soft wall rock   large-span tunnel   dynamic construction   finite element
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