岩体浸水后的流变失稳理论及应用

    RHEOLOGICAL INSTABILITY THEORY AND ITS APPLICATION FOR SUBMERGED ROCK MASS

    • 摘要: 岩石在水的作用下,基本性质就会发生根本性的改变,其流变性能也不例外。本文以岩石遇水前后的基本性质变化为基础,对随时间变化的稳定性问题进行了理论上的探讨,建立了岩体浸水后的流变失稳判据,并对雨季滑坡实例进行了分析。

       

      Abstract: The fundamental behavior of rock mass can be drastically changed when submerged in water. It is alsovalid for the rheological behavior of rock mass. In this paper, the time-dependent stability thery is discussedhased on the changes of fundamental prperties before and after the rock mass iS submerged in water. Therheological instability criterium is estublished for submerged rock mass and several cases of slope sliding dur-ing rain season are analysed in this peper.

       

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