After that, river way influent seepage and sand pit influent seepage simulation are researched at western outskirt in Beijing.
在此基础上进行了西郊地区河道入渗和砂石坑入渗模拟研究。
When a foundation pit is excavated in high water level, groundwater may cause drift sand and slope failure due to the influent from seepage.
在地下水位较高的地区开挖基坑时，地下水会不断渗入基坑，容易造成流砂和边坡失稳。
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