基于RG-BN理论的破碎盘区矿柱群稳定性分析
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高峰,李成成,覃庆韩,欧恩国
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Stability Analysis of Broken Ore Pillars Group Based on RG-BN Theory
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Feng GAO,Chengcheng LI,Qinghan QIN,Enguo OU
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表2 单个矿柱稳定性概率分布
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Table 2 Probability distribution of single pillar stability
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矿柱编号 | | | | | |
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T209-210 | 0.196 | 0.112 | 61.219 | 36.429 | 2.351 | T210-211 | 0.264 | 0.139 | 54.051 | 42.488 | 3.461 | T211-212 | 0.375 | 0.169 | 48.788 | 46.653 | 4.560 | T212-213 | 0.221 | 0.163 | 38.666 | 54.483 | 6.851 | T111-112 | 0.179 | 0.158 | 37.841 | 55.134 | 7.025 | T115-S1 | 0.289 | 0.204 | 25.560 | 62.291 | 12.149 | T313-314 | 0.241 | 0.149 | 47.028 | 48.194 | 4.778 | T501-502 | 0.210 | 0.144 | 47.084 | 48.188 | 4.728 | T502-503 | 0.216 | 0.165 | 36.788 | 55.807 | 7.405 | 1号间柱 | 0.328 | 0.124 | 65.851 | 32.283 | 1.867 | 2号间柱 | 0.424 | 0.091 | 83.283 | 16.240 | 0.477 | 3号间柱 | 0.351 | 0.124 | 67.812 | 30.523 | 1.664 |
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