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随机介质理论在盾构法隧道纵向地表沉降预测中的应用
引用本文:施成华,彭立敏.随机介质理论在盾构法隧道纵向地表沉降预测中的应用[J].岩土力学,2004,25(2):320-323.
作者姓名:施成华  彭立敏
作者单位:中南大学 土木建筑学院,湖南 长沙 410075
摘    要:将盾构法施工隧道开挖引起的地表下沉以及盾构挤压引起的地表隆起均视为一随机过程,应用随机介质理论,对隧道施工所引起的纵向地表沉降进行了分析,推导出了相应的计算公式。工程实例分析表明,该方法效果良好,具有一定的实用价值。

关 键 词:盾构隧道施工  纵向地表沉降  随机介质理论
文章编号:1000-7598-(2004)02-0320-04
收稿时间:2002-10-21
修稿时间:2002年10月21

Application of stochastic medium theory to predicting settlement in longitudinal surface due to tunnel construction by shield
SHI Cheng-hua,PENG Li-min.Application of stochastic medium theory to predicting settlement in longitudinal surface due to tunnel construction by shield[J].Rock and Soil Mechanics,2004,25(2):320-323.
Authors:SHI Cheng-hua  PENG Li-min
Institution:School of Civil Engineering, Central South University, Changsha 410075, China
Abstract:The ground surface settlement due to tunnel excavation and ground surface rising due to squeezing by shield is considered as a stochastic process; and the stochastic medium theory is applied to predicting and analyzing the ground settlement in longitudinal surface due to tunnel construction; and the corresponding calculation formulas are derived. An example of case history shows that the prediction method developed can reach good results and has some practical value.
Keywords:tunnel construction by shield  ground settlement in longitudinal surface  stochastic medium theory
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