摘要
地下水对地下建筑物的扬力 (浮力 )问题 ,在多层地下水的情况下 ,由于相对隔水层 (粘性土层 )的存在而复杂化。
In case of multi?aquifers being, the problem of ground water's uplift pressure on underground construction,because of relative waterproofer(cohesive soil stratum), is complicated.Based on the scentific analysis for this problem, putting forward three essential conclusions.
出处
《岩土工程技术》
2002年第5期273-274,283,共3页
Geotechnical Engineering Technique