This paper is dealing with the probability method of stability analysis for soil slope under the conditions of seepage flow and seismic loading.

本文是关于土坡在有渗透水流出并经受地震荷载作用下概率方法校核稳定性的研究。

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But at present, the effect of seepage flow in unsaturated soils is often ignored in slope stability analysis, such as earth DAMS, masonry DAMS and dikes.

但目前，在土石坝渗流安全分析和坝坡稳定分析中较少考虑非饱和土渗流作用的影响。

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