摘要
探讨了渗透破坏情况下土坡失稳的模糊概率的计算方法，工程实例分析表明，该方法优于其他传统的方法。
A method of fuzzy probability for soil slope failure is established in the paper. The practicalengineering examples show that, the method is better than other traditional methods.
出处
《岩土力学》
EI
CAS
CSCD
1996年第3期15-20,共6页
Rock and Soil Mechanics
关键词
渗透破坏
土坡失稳
模糊概率
土坝
seepage failure
soil slope failure
fuzzy probability
