基于综合决策云模型的围岩稳定性分级方法研究
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周科平,侯霄峰,林允
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Research on Classification Method of Surrounding Rock Stability Based on Comprehensive Decision Cloud Model
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Keping ZHOU,Xiaofeng HOU,Yun LIN
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表3 隧道围岩分析数据
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Table 3 Analysis data of tunnel surrounding rock
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样本 | Rc/MPa | Kv | RQD/% | K1 | K2 | 实际级别 |
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1 | 38.1 | 0.16 | 18.7 | 0 | 0.3 | Ⅴ | 2 | 37.1 | 0.18 | 27.4 | 0.2 | 0.1 | Ⅴ | 3 | 38.0 | 0.45 | 90.0 | 0.4 | 0.1 | Ⅳ | 4 | 38.0 | 0.35 | 91.0 | 0.2 | 0.2 | Ⅲ | 5 | 9.2 | 0.30 | 75.0 | 0.4 | 0.2 | Ⅴ | 6 | 17.4 | 0.34 | 38.4 | 0 | 0.2 | Ⅳ | 7 | 27.5 | 0.37 | 39.7 | 0 | 0.2 | Ⅳ | 8 | 56.8 | 0.50 | 58.9 | 0 | 0 | Ⅲ | 9 | 72.3 | 0.53 | 62.8 | 0 | 0 | Ⅲ | 10 | 67.5 | 0.45 | 58.9 | 0 | 0.2 | Ⅳ | 11 | 82.3 | 0.66 | 79.8 | 0 | 0 | Ⅱ | 12 | 56.1 | 0.29 | 41.5 | 0 | 0.2 | Ⅳ | 13 | 15.8 | 0.27 | 39.3 | 0 | 0.1 | Ⅴ | 14 | 49.2 | 0.19 | 29.8 | 0 | 0.6 | Ⅴ | 15 | 38.0 | 0.80 | 93.0 | 0.3 | 0.2 | Ⅲ | 16 | 21.4 | 0.17 | 25.9 | 0.3 | 0.1 | Ⅴ | 17 | 38.0 | 0.60 | 92.0 | 0.2 | 0.2 | Ⅳ | 18 | 65.9 | 0.58 | 69.3 | 0 | 0.2 | Ⅲ | 19 | 54.3 | 0.30 | 33.6 | 0.1 | 0 | Ⅳ | 20 | 47.1 | 0.25 | 27.5 | 0.2 | 0.3 | Ⅴ |
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