基于D-S证据理论—正态隶属度的岩土边坡稳定性评价
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徐金国,戴兴国,闫泽正
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Stability Evaluation of Rock-soil Slope Based on D-S Evidence Theory and Normal Degree of Membership
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Jinguo XU,Xingguo DAI,Zezheng YAN
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表5 各指标间的距离
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Table 5 Distance between the indexes
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评价指标 | 内摩擦角 | 黏聚力 | 弹性模量 | 边坡高度 | 边坡角度 | 月累计降水量 | 日最大降雨量 | 内摩擦角 | 0.0000 | 1.2101 | 1.1041 | 1.2506 | 1.2506 | 1.2305 | 1.2506 | 黏聚力 | 1.2101 | 0.0000 | 1.2847 | 1.3785 | 0.0744 | 1.3037 | 0.0744 | 弹性模量 | 1.1041 | 1.2847 | 0.0000 | 0.2080 | 1.3229 | 1.3039 | 1.3229 | 边坡高度 | 1.2506 | 1.3785 | 0.2080 | 0.0000 | 1.4142 | 1.3965 | 1.4142 | 边坡角度 | 1.2506 | 0.0744 | 1.3229 | 1.4142 | 0.0000 | 1.3780 | 0.0000 | 月累计降水量 | 1.2305 | 1.3424 | 1.3039 | 1.3965 | 1.3780 | 0.0000 | 1.3780 | 日最大降雨量 | 1.2506 | 0.0744 | 1.3229 | 1.4142 | 0.0000 | 1.3780 | 0.0000 |
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