原文指出:“土强度的测定和确定方法,一般须与所解决问题的具体条件和采用的分析方法相联系”。毫无疑问,这是解决土工结构和建筑物地基稳定性问题的一个正确的原则。在研究饱和砂土的地震稳定性问题时,笔者感到对于如下的事实似应予以注意。 The original text states: “The method for determining and determining the soil strength must generally be related to the specific conditions of the problem to be solved and the analysis methods used.” There is no doubt that this is a correct principle for solving the problem of geotechnical structures and the foundation stability of buildings. When studying the problem of seismic stability of saturated sand, I feel that I should pay attention to the following facts.