摘要
用作者建立的三维动力非线性液化分析有限元方法，对粉土地基可能液化的诸因素进行研究．研究结果对工程实际具有实用价值，并证明了作者所建立的理论分析方法正确。
Based on the 3 dimensional dynamic nonlinear finite element method proposed by the authors of this paper, the factors which may cause the liquefaction of clayey silt foundation are first studied thoroughly. The results gained from this study are of great value to engineering practice. And the results also proved that the analysis theory and method proposed in this paper are correct and effective.
出处
《天津大学学报》
EI
CAS
CSCD
1997年第4期459-465,共7页
Journal of Tianjin University(Science and Technology)
基金
天津市自然科学基金
关键词
液化分析
孔隙水压力
粉土地基
地基
有限元
clayey silt, 3 dimension dynamic nonlinearity, liquefaction analysis, equivalent flow and equivalent volume, pore water pressure
