滨海矿区地应力与岩石力学参数随埋深的变化规律及其相互关系
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王玺,马春德,刘兴全,姜明伟,范玉赟
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The Variation Law of In-situ Stress and Rock Mechanical Parameters with Buried Depth in Coastal Mining Area and Their Relationship
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Xi WANG,Chunde MA,Xingquan LIU,Mingwei JIANG,Yuyun FAN
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表1 各钻孔不同埋深测试点地应力情况
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Table 1 In-situ stress at different buried depth test points of each borehole
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钻孔编号 | H/m | σv/MPa | σ/MPa | 水平方向Kaiser效应突变点应力值/MPa | σH/MPa | σh/MPa |
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0°(σⅠ) | 45°(σⅡ) | 90°(σⅢ) |
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ZK94-2钻孔 | 300 | 7.99 | 8.10 | 10.59 | 13.46 | 20.62 | 21.06 | 10.15 | 600 | 16.55 | 16.2 | 12.86 | 15.47 | 28.10 | 29.60 | 11.36 | 900 | 24.91 | 24.3 | 13.98 | 14.59 | 31.11 | 34.24 | 12.85 | 1 200 | 33.23 | 32.4 | 17.19 | 22.01 | 35.03 | 35.93 | 16.29 | 1 500 | 39.34 | 39.21 | 18.01 | 25.23 | 38.65 | 39.19 | 17.47 | 1 600 | 43.50 | 43.2 | 19.77 | 30.32 | 44.21 | 44.32 | 19.66 | ZK88-21钻孔 | 300 | 7.97 | 8.1 | 9.80 | 13.18 | 19.77 | 20.03 | 9.55 | 600 | 17.05 | 16.23 | 14.12 | 16.41 | 28.43 | 29.92 | 14.26 | 900 | 23.20 | 24.35 | 16.14 | 15.40 | 32.06 | 35.90 | 14.95 | 1 200 | 33.49 | 32.47 | 17.96 | 22.46 | 34.97 | 35.86 | 17.07 | 1 500 | 40.70 | 40.52 | 17.47 | 27.22 | 40.43 | 40.56 | 17.34 | 1 800 | 44.90 | 42.94 | 17.52 | 29.31 | 42.62 | 42.70 | 17.44 | 1 900 | 46.70 | 43.01 | 17.61 | 29.72 | 42.93 | 43.93 | 17.61 | ZK88-14钻孔 | 300 | 7.65 | 8.10 | 11.83 | 15.59 | 20.73 | 20.78 | 11.78 | 600 | 15.65 | 16.20 | 11.78 | 11.82 | 33.45 | 26.41 | 12.62 | 900 | 24.71 | 24.30 | 15.75 | 14.98 | 36.80 | 36.30 | 12.31 | 1 200 | 32.12 | 32.40 | 20.05 | 26.20 | 43.54 | 36.80 | 18.79 | 1 500 | 41.82 | 40.50 | 20.74 | 22.62 | 44.89 | 42.63 | 17.01 |
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