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浅埋隧道围岩受施工扰动的时空变化规律研究
引用本文:文吉英,孙歆硕.浅埋隧道围岩受施工扰动的时空变化规律研究[J].力学与实践,2011,33(1):43-47.
作者姓名:文吉英  孙歆硕
作者单位:1. ; 2. 国家知识产权局专利审查协作中心,北京,100190
摘    要:采用监测分析和数值模拟相结合的方法, 详细模拟了浅埋隧道施工的全过程, 得到不同施工情况下围岩的应力应变状态, 并深入分析围岩受施工扰动的应力变化规律和沉降变形趋势, 在此基础上, 采用非线性回归方法并考虑时间影响因素, 得到了地表沉降的时空变形规律.

关 键 词:地下隧道  浅埋暗挖法  数值模拟  非线性回归  地表沉降  
收稿时间:2010-03-31

THE TEMPORAL AND SPATIAL VARIATION OF SURROUNDING ROCK UNDER CONSTRUCTION OF SHALLOW TUNNEL
WEN Jiying , SUN Xinshuo.THE TEMPORAL AND SPATIAL VARIATION OF SURROUNDING ROCK UNDER CONSTRUCTION OF SHALLOW TUNNEL[J].Mechanics and Engineering,2011,33(1):43-47.
Authors:WEN Jiying  SUN Xinshuo
Institution:WEN Jiying~(*,1)) SUN Xinshuo~( ,2)) *(Hubei Huaya Construction Engineering Co.Ltd,Wuhan 430081,China) (Patent Examination Cooperation Center of Sipo,Beijing 100190,China)
Abstract:In order to reduce the negative impact of the environment due to shallow tunnel construction,the ground movement and deformation are estimated through simulating the entire process of the shallow tunnel construction,and the surrounding rock stress and strain in different situations are obtained.On this basis,the non-linear regression method for consideration of time factors is used to obtain the space-time deformation law of ground surface.This work provides a new way of estimating the effect of shallow tun...
Keywords:underground tunnel  mining method for shallow tunnel  numerical simulation  nonlinear regression  ground subsidence  
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