随机地震作用下滑坡稳定性可靠度分析

Study on reliability of slope under the random earthquake effect

  • 摘要: 应用边坡可靠性分析中常用的蒙特卡罗法,并结合稳定性计算的剩余推力法和Sarma法,研究随机地震作用下边坡的可靠性。以三峡库区黄土坡滑坡为例,分析了地震效应对边坡稳定性的影响。计算结果表明:地震加速度对滑坡稳定性影响显著;竖向地震加速度小于水平地震加速度2/3时,对滑坡稳定性影响较小,大于水平加速度时,对滑坡稳定性影响明显。因此在一般工程设计中,可以只考虑水平向的地震作用,而对于设计烈度较大的大型工程,则应同时考虑水平向和垂直向的地震作用。

     

    Abstract: By combining Monte Carlo simulation with residual thrust and Sarma method, the reliability of slope under the random earthquake effect was studied. In the case of a slope in Three Gorges Reservior area, calculation results show that the safety factor with the random earthquake has close relation with the seismic acceleration; vertical seismic acceleration has less effect on the stability of slope when it is less than two thirds of that of horizontal seismic acceleration, and has notable effect when it is more than that of the horizontal seismic acceleration. It is clear that the influence of the earthquake is notable.

     

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