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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (2): 9-11.DOI: A

• 研究与探索 • 上一篇    下一篇

地铁工程监测后稳定性分析的数据计算

王文通, 张项铎   

  1. 中铁隧道勘测设计院有限公司
  • 收稿日期:2005-08-15 出版日期:2006-04-20 发布日期:2009-12-09
  • 作者简介:王文通(1969-),男,高级工程师,工程硕士,现主要从事土建工程勘测设计工作。

Numerical Analysis on Stability of Surrounding Ground
by means of Monitoring Results of Metro Works

WANG Wen-Tong, ZHANG Xiang-Duo   

  1. China Railway Tunnel Survey &|Design Institute Co., Ltd.
  • Received:2005-08-15 Online:2006-04-20 Published:2009-12-09

摘要:

地铁施工所接触的岩体是一种极其复杂的天然地质体。它不仅具有非均匀性,各向异性和不连续性,还受原始应力和地下水的影响。因此,难以正确地确定各种未知多变的力学参数和工程设计指标。目前,还没有一套评价岩体工程稳定性的行之有效的方法。借助数学工具和力学原理建立监测效应量和因变量间的关系式,分析研究二者之间的相互关系和作用机理,通过确定岩体开挖释放位移以及围岩和支护稳定性概率分析,预测效应量的变化趋势,从而确定施工过程中围岩稳定性的判别。

关键词:  , 地铁 监测 岩体稳定性 分析与数据计算

Abstract:

The surrounding ground of the Metro works is a complex natural geologic body, which is not only heterogeneous, aeolotropic and discontinuous, but also is subject to the influence of the initial stress and the ground water. Therefore, it is difficult to determine all kinds of variable mechanical parameters and engineering design index of the surrounding ground. So far, there is no method by which the stability of the surrounding ground can be effectively evaluated. By means of mathematic tools and mechanic principles, the article establishes the relation equations between the monitoring effect variables and the dependent variables and analyses on their correlations and action mechanisms. By means of determining the displacement that the excavation releases and analyzing on the probability of the surrounding ground and the reinforcement stability, the article makes a prediction on the developing tendency of the effect variables, so that judgment can be made on the stability of the surrounding ground during construction.

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