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概率积分法预计隧洞开挖过程中岩石位移

Probability Integral Prediction in Tunnel Excavation of Rock Displacement

中文摘要英文摘要

在隧洞开挖过程中爆破、挖掘等因素会导致岩石整体应力和结构的破坏,产生一部分下沉空间,从而导致上部岩石产生向下的位移。本文上覆岩层移动看成是随机过程,从而采用随机介质理论研究岩石移动过程,利用概率积分法对隧洞开挖过程中岩石位移进行预计,并结合江苏某抽水蓄能电站实际观测数据,对预计参数进行反演,具有一定的工程参考价值。

In the tunnel excavation blasting, mining and other factors will lead the whole rock stress and structure damaged, produce a part sinking space, which leads to the upper downward displacement of rock. In this paper, overlying strata movement as a random process, thus using stochastic medium theory study of rock movement, using probability integral method for tunnel excavation in rock in the process of displacement are expected, and the combination of a pumped storage power station actual observation data, on the expected parameters inversion, the project has a certain reference value.

陶丛丛、李水兵

矿山开采

随机介质理论概率积分法岩石位移

Stochastic medium theoryProbability integral methodRock displacement

陶丛丛,李水兵.概率积分法预计隧洞开挖过程中岩石位移[EB/OL].(2011-12-06)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201112-143.点此复制

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