基于ADA法的岩质边坡稳定性分析方法准确性评价  

Accuracy Appraising of Rock Slope Stability Analysis Methods Based on ADA Method

作　　者：朱维伟[1] 刘远才[1] 谭洋洋[2] 李立合[1] 

机构地区：[1]西南林学院交通机械与土木工程学院,云南昆明650224 [2]安徽工程科技学院纺织服装系,安徽芜湖241000

出　　处：《盐城工学院学报（自然科学版）》2007年第4期60-62,共3页Journal of Yancheng Institute of Technology:Natural Science Edition

摘　　要：运用决策学理论中的多人决策ADA法,对常用的几种岩质边坡稳定性分析方法进行了初步的准确性评价。结果表明,工程地质比拟法准确性最高,岩体结构分析法准确性最低,最后对评价结果进行了讨论,用来指导岩质边坡稳定性分析。This article utilizes the multi - person decision - making ADA method of Decision Theory to carry on the preliminary accuracy appraisement to several commonly used rock slope stability analysis methods. The result indicates that the accuracy of Engineering Geological Analogy is the highest and Rock Mass Structure Method is the lowest, and the appraisal result is discussed in the end to instruct the rock slope stability analysis.

关 键 词：ADA法 岩质边坡 稳定性 准确性评价 

分 类 号：TU18[建筑科学—建筑理论]