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基于突变理论的斜坡稳定性模糊综合分析与评判
引用本文:肖盛燮,刘文方,李红梅. 基于突变理论的斜坡稳定性模糊综合分析与评判[J]. 重庆交通大学学报(自然科学版), 2006, 25(5): 80-84
作者姓名:肖盛燮  刘文方  李红梅
作者单位:重庆交通大学,土木建筑学院,重庆,400074;重庆交通大学,土木建筑学院,重庆,400074;四川理工学院建筑工程系,四川,自贡,643000
摘    要:采用突变理论将定性与定量结合起来,并与模糊数学的隶属函数相结合,对斜坡稳定评价这样的复杂系统,进行多层次目标分解,然后根据归一公式进行量化递归运算,根据斜坡的不同影响因素计算出斜坡稳定总突变隶属函数值,从而对斜坡稳定状态进行模糊综合分析与评判.

关 键 词:斜坡稳定  突变理论  突变模糊隶属函数  综合评判
文章编号:1001-716X(2006)05-0080-05
修稿时间:2005-09-28

The method of fuzzy comprehensive analysing and evaluating slope stability on catastrophe theory
XIAO Sheng-xie,LIU Wen-fang,LI Hong-mei. The method of fuzzy comprehensive analysing and evaluating slope stability on catastrophe theory[J]. Journal of Chongqing Jiaotong University, 2006, 25(5): 80-84
Authors:XIAO Sheng-xie  LIU Wen-fang  LI Hong-mei
Abstract:The Analysing and Evaluating slope stability is often complicated because there are various factors and also because the influence exerted is of very difference in degree.This paper is based on catastrophe theory to discuss and analysis the assessment for slope stability.At first,we divide the complex system of slope stability into some subsystems,then put them to quantitative and recursive operation by using the normalization formula so as to obtain the ultimate catastrophe membership function values of slope stability.Finally,we evaluate slope stability according to them.
Keywords:slope stability  catastrophe theory  catastrophe fuzzy membership function  comprehensive judgement method
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