渗透水流是指充满整个多孔介质的空隙和岩石骨架的全部体积的水流，属于水文地质学。
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。
This paper is dealing with the probability method of stability analysis for soil slope under the conditions of seepage flow and seismic loading.
定量地研究了排水孔孔径、孔深等因素对降低坝基渗透压力和排除坝基渗透水流的作用。
The effect of the drain hole on drainage and seepage pressure lowering is quantitatively studied with an engineering example.
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