结合具体工程实例,通过大体积深基坑开挖中对有渗流的边坡稳定性计算分析,提出了利用井点排水法改变渗流方向,降低地下水位,从而增加边坡稳定性的方法,并对其作了探讨研究,指出该方法可满足施工要求,效益显著。%Integrating with specific engineering,the paper calculates and analyzes seepage slope stability through massive deep foundation exca-vation,puts forward the method of applying well-point excavation altering seepage direction,reducing underground water level and increasing slope stability,and makes an exploration. In the end,it points out that:the method can meet construction demand with obvious benefits.
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