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本文通过对庙坡抽水站地基原位静力与浸水载荷试验以及该地基土的室内试验结果的分析．对其地基承载力及湿陷性作出了综合分析评价，并对地基处理方案提出了新的建议。
In this paper, through the analysis of the in-situ static and immersion load tests and the laboratory test results of the foundation soil of the Miaopu pumping station. Made a comprehensive analysis and evaluation on the bearing capacity and collapsibility of foundation, and put forward new suggestions on the foundation treatment scheme.