摘要
从饱和砂土、粉土的地震液化机理出发，分析了可液化土层的结构类型对液化发生、发展程度的影响。
According to the mechanism of liquefaction of saturated sand or silt during earthquake, this paper has proved that different influence exists over the process from liquefaction starting to growth and put forward a suggestion for improving evaluation of liquefaction index specified in the Aseismic design code(GB-J11-39).And also discussed on other relating problems.
出处
《广西水利水电》
1996年第3期20-24,共5页
Guangxi Water Resources & Hydropower Engineering
关键词
土层
砂土液化
地震
结构类型
liquefaction during earthquake, liquefaction index, type of soil strata structure ,coefficient of strata structure influence, coefficient of geological factors influence.
