摘要
从土的极限平衡条件出发，导出具有倾斜表面的粘性土土压力计算公式，并以表格形式给出了各种情况下土压力系数ｋａ和ｋｐ所对应的值。
According to the analysis of limit equilibrium,the formula of the lateral earth pressure of clay soil with inclined surface was given.The values of active and passive earth pressure coefficients k a and k p for various situation are presented in tabular form.
出处
《西安公路交通大学学报》
CSCD
北大核心
1998年第4期32-36,共5页
Journal of Xi'an Highway University
关键词
粘性土
莫尔圆
土压力
计算
clay soil, Mohr circle, earth pressure
