摘要
目前国内常用的边坡稳定性评价方法主要是传统的极限平衡法,这种方法在分析边坡稳定性时不能够反映边坡真实的情况,因此分析效果不是十分的理想;利用李文秀提出的 Fuzzy 测度法,通过建立 Fuzzy 测度模型,可定量地分析岩质边坡的稳定性,并对实际边坡工程有指导性的意义。
Recently,limit equilibrium method is mainly used in analyzing slope stability in China.This method can not reflect the real situation in analysis of slope stability;therefore the analytical results are not very available.This paper applies fuzzy measure method advanced by Li Wen-xiu;and establishes fuzzy measure model which can quantitatively analyze the stability of rocky slopes and make some instructional sense to the practical slope engineering.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2005年第S2期65-68,共4页
Rock and Soil Mechanics