建筑物饱和砂土地基地震液化判别的简化分析方法
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摘要
本文在总结已有的有关模型试验和有限元分析结果的基础上,提出了一套简化分析方法.
On the basis of a review of the limited number of literature in respect of model tests and finite element analysis, the authors presented a new simplified method which is simple for handle, clear in physical insight and having tolerable engineering accuracy. The method could be applied to evaluate liquefaction potential and damage extent of the subsoil of ordinary hydraulic engineering structure and civil engineering.
引文
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