摘要
淤泥质土的物理力学性质指标试验值相当离散，用统计学的方法可建立反映各种参数试验值变化的概率模型，重点论述了淤泥质土不排水抗剪强度的概率模型及其在填土边坡稳定性分析中的应用。
Test values of index of physical and mechanical properties for mucky soil are discrete Based on statistical methods,the probabilistic model of the index can be established In this paper,the probabilistic model of shear strength of UU test and its application in analysis of backfill soil slope stability are emphasized
出处
《工业建筑》
CSCD
北大核心
1999年第4期53-57,共5页
Industrial Construction
关键词
淤泥质土
概率模型
不排水抗剪强度
土性指标
mucky soil probabilistic model shear strength of UU test backfill soil slope stability
