摘要
指出边坡稳定性分析不仅具有随机性,同时具有很强的模糊性,根据这一特点,通过运用模糊数学中提出的"隶属度"的概念,运用模糊近似推论的原理和最大隶属度原则对岩质边坡的稳定性进行了分析评价,得出的结果与边坡实际稳定性状态非常吻合。
It points out that the side slope stability analysis not only has randomness, at the same time, have very strong fuzziness, based on this one characteristic, the concept the main body of a book is passed wielding ＂membership degree＂ brought forward by fuzzy mathematics middle, applies principle and maximal be subordinate to degree principle mixing up similar deduction to carry out analytical valuation on rock side slope stability, the result reaching and actual side slope stability state fit very much.
出处
《山西建筑》
2009年第9期133-135,共3页
Shanxi Architecture
关键词
模糊数学
滑坡稳定性
综合评价
fuzzy mathematics, landslide stability, synthetic assessment
