对地下水渗透动水力条件下的深基坑抗隆起稳定验算的方法进行了研究。
In this paper, checking method of resistant heave stability for deep excavations considering seepage force of groundwater is studied.
本文根据达尔西地下水渗透定律，推导出了在不同含水层斜井井筒涌水量计算的理论公式。
Based on the Darcy's law of the infiltration of ground-water, this paper has deduced the theoretical formula for the inclined shaft water-make calculation in the different aquifer.
试验结果指出：(1)压实度较小、渗透性较佳之土壤，因地下水渗透，在坡脚产生瞬间坍方。
The test results show that: (1) For low degree of compaction and moderate permeability of soil, sudden-ly landslides will occur at toe of slope due to the seepage of groundwater.
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