摘要
从液化判定计算的原理及液化机理的讨论出发，通过对地形地貌、地质构造和可液化土层的结构等地质因素的地震反应机理及其对地震液化影响的分析。
In this paper, according to the discussion on the principle and mechanism of liquefaction level evaluation to sand/silt during earthquake, has #analysed the aseismic reaction mechanism in detail. And also put forward a suggestion for improving the evaluation index specified in the current Aseismic Design Code (GBJ11-89).
出处
《广西水利水电》
1997年第2期25-29,共5页
Guangxi Water Resources & Hydropower Engineering
关键词
地震液化
可液化地基
抗震设计
liquefaction during earthquake, geological factors, liquefaction index, type of soil strata structure
