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山东招远水旺庄金矿深部地应力特征及其岩爆倾向性分析

柳禄湧 李凯舟 王能伟 杨志杰 杨冬铭 孙尧

柳禄湧,李凯舟,王能伟,等,2023. 山东招远水旺庄金矿深部地应力特征及其岩爆倾向性分析[J]. 地质力学学报,29(3):417−429 doi: 10.12090/j.issn.1006-6616.20232910
引用本文: 柳禄湧,李凯舟,王能伟,等,2023. 山东招远水旺庄金矿深部地应力特征及其岩爆倾向性分析[J]. 地质力学学报,29(3):417−429 doi: 10.12090/j.issn.1006-6616.20232910
LIU L Y,LI K Z,WANG N W,et al.,2023. In-situ stress characteristics and rockburst tendency of surrounding rocks in the Shuiwangzhuang gold deposit, Zhaoyuan, Shandong province[J]. Journal of Geomechanics,29(3):417−429 doi: 10.12090/j.issn.1006-6616.20232910
Citation: LIU L Y,LI K Z,WANG N W,et al.,2023. In-situ stress characteristics and rockburst tendency of surrounding rocks in the Shuiwangzhuang gold deposit, Zhaoyuan, Shandong province[J]. Journal of Geomechanics,29(3):417−429 doi: 10.12090/j.issn.1006-6616.20232910

山东招远水旺庄金矿深部地应力特征及其岩爆倾向性分析

doi: 10.12090/j.issn.1006-6616.20232910
基金项目: 山东省地矿局2019年科技创新项目(KY201916);山东省地矿局2022年科技攻关项目(KY202208)
详细信息
    作者简介:

    柳禄湧(1989—),男,工程师,主要从事矿区开采技术条件、区域水工环地质等调查和研究工作。 E-mail:342990323@qq.com

    通讯作者:

    李凯舟(1988—),男,工程师,主要从事水工环地质、地热勘查、海洋地质等基础地质调查工作。E-mail:443241915@qq.com

  • 中图分类号: P315.72+7;P634.1

In-situ stress characteristics and rockburst tendency of surrounding rocks in the Shuiwangzhuang gold deposit, Zhaoyuan, Shandong province

Funds: This research is financially supported by the 2019 Science and Technology Innovation Project of Shandong Bureau of Geology and Mineral Resources (Grant KY201916) and the 2022 Key Science and Technology Project of Shandong Bureau of Geology and Mineral Resources (Grant KY202208).
  • 摘要:

    通过山东省招远市水旺庄金矿1881.08 m深孔水压致裂原地应力测量,获取了矿区深部地应力特征及其随深度的变化规律。结果表明:该矿区最大主应力随深度增加具有呈线性增大趋势,800.00 m以浅原位地应力状态以水平应力为主,随深度增加铅直主应力逐渐过渡为最大主应力;其中,最大水平主应力为11.22~45.69 MPa,最小水平主应力为7.28~36.17 MPa,铅直主应力为8.44~48.27 MPa,最大水平主应力方向为北西西向。根据该矿区应力量值及其最大水平主应力方向,分析了深部矿体地应力特征,水旺庄矿区深部地应力在招远−莱州地区属于一般偏低水平。结合钻孔岩芯岩石力学参数,基于工程岩体分级标准及岩石块体弹性应变能理论,对高围压环境下深部矿体开挖过程中,地下巷道发生岩爆的倾向性进行了分析讨论,水旺庄金矿总体属于无岩爆或弱岩爆的地层,但局部如1102.78 m、1379.40 m深度存在强烈岩爆倾向性,金矿矿体所处的1680.40~1684.90 m深度大体位于无岩爆区域。上述研究成果可为深部矿山建设与开采设计提供重要的科学依据。

     

  • 图  1  水旺庄金矿周边地质构造简图(刘向东等,2022

    Figure  1.  Simplified tectonic map around the Shuiwangzhuang gold deposit(Liu et al.,2022

    图  2  水旺庄金矿深部矿体剖面图

    Figure  2.  Section of the deep orebody of the Shuiwangzhuang gold deposit

    图  3  水旺庄金矿6ZKC1钻孔典型测量曲线

    Figure  3.  Typical hydraulic fracturing measurement curves of the borehole 6ZKC1 in the Shuiwangzhuang gold deposit

    图  4  水旺庄金矿6ZKC1孔主应力值随深度变化特征

    Figure  4.  Principal stress values with depth in the borehole 6ZKC1 in the Shuiwangzhuang gold deposit

    图  5  水旺庄金矿主应力值与招远−莱州区域地应力值比较(招远−莱州区域地应力数据引自彭华和孙尧,2016a2016b裴峰,2020孙尧和彭华,2021侯奎奎等,2022

    Figure  5.  Comparison of the principal stress values between the Shuiwangzhuang gold deposit and the Zhaoyuan–Laizhou area (In-situ stress data of the Zhaoyuan–Laizhou area are cited from Peng and Sun, 2016a, 2016b; Pei, 2020; Sun and Peng, 2021; Hou et al., 2022)

    图  6  基于能量积聚方法的水旺庄金矿岩爆倾向性分布图

    Figure  6.  The distribution map of rockburst tendency of the Shuiwangzhuang gold deposit based on the theory of elastic strain energy

    表  1  水压致裂地应力测量结果

    Table  1.   Results of in-situ stress measurement using hydraulic fracturing

    测段深度/m压裂参数/MPa主应力值/MPa破裂方位
    PbPrPsP0TSHShSv
    318.8010.484.364.153.126.1211.227.288.44
    370.008.344.664.423.633.6812.248.059.79
    430.608.064.834.664.223.2313.388.8811.39
    470.4010.065.435.044.614.6314.299.6512.45
    528.6011.275.755.335.185.5215.4310.5113.99
    618.6016.4310.047.486.066.3918.4713.5416.37
    702.5013.516.856.296.886.6618.9113.1818.59
    818.4011.957.576.928.024.3821.2214.9421.65NW66.2°
    931.3015.228.437.619.136.7923.5216.7324.64
    1045.5017.9015.5311.0710.252.3727.9321.3227.66
    1196.0022.1616.5211.9211.725.6430.9523.6431.65
    1286.0029.2323.1115.0912.606.1234.7527.6934.03
    1379.5028.7625.0816.2113.523.6837.0829.7336.50
    1459.0025.3122.0815.0914.303.2337.5029.3938.61
    1481.0025.4520.8214.5914.514.6337.4729.1139.19
    1546.0026.8321.3114.9915.155.5238.8030.1440.91
    1583.2027.8521.4615.1515.526.3939.5130.6741.89
    1652.8025.9219.2614.3616.206.6640.0230.5643.73NW71.5°
    1737.5027.1222.7416.1417.034.3842.7033.1745.97
    1757.4031.1724.3816.9217.226.7943.6034.1446.50
    1824.1032.4527.0818.3017.885.3745.6936.1748.27
    下载: 导出CSV

    表  2  基于工程岩体分级标准的水旺庄金矿岩爆倾向性预测

    Table  2.   Prediction of rockburst tendency of the Shuiwangzhuang gold deposit based on the engineering rock classification standards

    开挖
    深度/m
    单轴抗压
    强度Rc/MPa
    最大主应力
    σmax/MPa
    Rc/σmax岩爆倾向开挖
    深度/m
    单轴抗压
    强度Rc/MPa
    最大主应力
    σmax/MPa
    Rc/σmax岩爆倾向
    22.28 17.72 3.95 4.49 高应力,中等岩爆 1123.05 11.87 30.32 0.39 极高应力,强烈岩爆
    88.50 49.02 5.48 8.95 低应力,无岩爆 1162.42 15.91 31.39 0.51
    95.28 19.09 5.63 3.39 极高应力,强烈岩爆 1178.00 22.82 31.81 0.72
    163.58 77.28 7.20 10.73 低应力,无岩爆 1229.85 16.93 33.21 0.51
    181.27 99.08 7.61 13.02 1279.40 47.86 34.54 1.39
    250.44 43.52 9.20 4.73 高应力,中等岩爆 1304.74 12.55 35.23 0.36
    316.40 100.08 10.72 9.34 低应力,无岩爆 1349.40 86.98 36.43 2.39
    349.20 67.28 11.47 5.87 高应力,中等岩爆 1394.46 55.07 37.65 1.46
    415.40 52.81 12.99 4.07 1429.00 41.86 38.58 1.09
    486.96 48.01 14.64 3.28 极高应力,强烈岩爆 1446.31 62.49 39.05 1.60
    530.32 98.77 15.64 6.32 高应力,中等岩爆 1463.00 25.29 39.50 0.64
    586.78 60.52 16.94 3.57 极高应力,强烈岩爆 1498.87 32.35 40.47 0.80
    610.10 4.61 17.47 0.26 1513.00 48.88 40.85 1.20
    653.72 125.18 18.48 6.77 高应力,中等岩爆 1522.00 44.28 41.09 1.08
    694.53 140.27 19.41 7.23 低应力,无岩爆 1547.65 53.08 41.79 1.27
    748.61 54.16 20.66 2.62 极高应力,强烈岩爆 1593.27 69.49 43.02 1.62
    794.66 20.25 21.72 0.93 1641.49 26.34 44.32 0.59
    843.12 22.24 22.83 0.97 1671.59 77.37 45.13 1.71
    876.86 19.58 23.68 0.83 1712.61 34.41 46.24 0.74
    919.31 56.22 24.82 2.27 1719.00 71.88 46.41 1.55
    947.11 63.32 25.57 2.48 1738.96 48.45 46.95 1.03
    980.95 58.57 26.49 2.21 1775.32 62.19 47.93 1.30
    1018.55 41.48 27.50 1.51 1811.42 121.4 48.91 2.48
    1049.68 28.08 28.34 0.99 1862.34 48.4 50.28 0.96
    1102.78 6.46 29.78 0.22
    下载: 导出CSV

    表  3  基于能量积聚方法的水旺庄金矿岩爆倾向性预测

    Table  3.   Prediction of rockburst tendency of the Shuiwangzhuang gold deposit based on the theory of elastic strain energy

    开挖深度/m单轴抗压强度/MPaσ1/MPaσ2/MPaσ3/MPa泊松比弹性模量弹性应变能/(kJ/m3极限储能/(kJ/m3U/U0岩爆倾向
    22.2817.723.950.830.600.223.492.00494.350.0040无岩爆 
    88.5049.025.482.392.090.173.214.68539.790.0087无岩爆 
    95.2819.095.632.572.220.262.006.56543.720.0121无岩爆 
    163.5877.287.204.423.520.227.403.50583.300.0060无岩爆 
    181.2799.087.614.893.850.239.463.03593.550.0051无岩爆 
    250.4443.529.206.765.170.214.6310.40633.630.0164无岩爆 
    316.40100.0810.728.546.420.204.2616.78671.860.0250无岩爆 
    349.2067.2811.479.437.040.176.6013.89690.870.0201无岩爆 
    415.4052.8112.9911.228.300.216.1017.86729.230.0245无岩爆 
    486.9648.0114.6413.159.660.204.0636.47770.700.0473无岩爆 
    530.3298.7715.6414.3210.490.216.8924.20795.830.0304无岩爆 
    586.7860.5216.9415.8411.560.247.2025.05828.540.0302无岩爆 
    610.104.6117.4716.4712.000.271.15150.11842.060.1783无岩爆 
    653.72125.1818.4817.6512.830.167.0640.00867.340.0461无岩爆 
    694.53140.2719.4118.7513.610.216.8939.38890.990.0442无岩爆 
    748.6154.1620.6620.2114.630.134.0297.68922.320.1059无岩爆 
    794.6620.2521.7221.4615.510.203.20112.23949.010.1183无岩爆 
    843.1222.2422.8322.7616.430.183.52121.11977.090.1240无岩爆 
    876.8619.5823.6823.6117.070.173.35141.01996.650.1415无岩爆 
    919.3156.2224.8224.5817.880.224.8890.471021.250.0886无岩爆 
    947.1163.3225.5725.2218.410.174.95110.281037.360.1063无岩爆 
    980.9558.5726.4926.0019.050.165.22114.951056.970.1088无岩爆 
    1018.5541.4827.5026.8719.760.203.00190.561078.750.1766无岩爆 
    1049.6828.0828.3427.5820.350.223.50161.931096.790.1476无岩爆 
    1102.786.4629.7828.8021.360.370.32956.081127.570.8479严重岩爆
    1123.0511.8730.3229.2721.750.261.26441.951139.310.3879弱岩爆 
    1162.4215.9131.3930.1822.500.271.19480.011162.130.4130中等岩爆
    1178.0022.8231.8130.5322.790.251.85342.541171.160.2925无岩爆 
    1229.8516.9333.2131.7323.780.182.78312.861201.200.2605无岩爆 
    1279.4047.8634.5432.8724.720.151.85552.431229.920.4492中等岩爆
    1304.7412.5535.2333.4525.200.204.38209.051244.600.1680无岩爆 
    1349.4086.9836.4334.4826.050.191.23819.241270.480.6448强烈岩爆
    1394.4655.0737.6535.5126.900.236.89136.581296.590.1053无岩爆 
    1429.0041.8638.5836.3127.560.184.07284.901316.610.2164无岩爆 
    1446.3162.4939.0536.7127.890.235.15196.001326.640.1477无岩爆 
    1463.0025.2939.5037.0928.210.272.08426.401336.310.3191弱岩爆 
    1498.8732.3540.4737.9128.890.195.43227.101357.100.1673无岩爆 
    1513.0048.8840.8538.2429.160.173.31402.721365.290.2950无岩爆 
    1522.0044.2841.0938.4529.330.195.09249.521370.500.1821无岩爆 
    1547.6553.0841.7939.0429.820.244.68237.101385.370.1711无岩爆 
    1593.2769.4943.0240.0930.680.222.14588.351411.800.4167中等岩爆
    1641.4926.3444.3241.1931.600.234.20306.771439.750.2131无岩爆 
    1671.5977.3745.1341.8932.170.233.73357.781457.190.2455无岩爆 
    1712.6134.4146.2442.8332.950.183.77436.171480.960.2945无岩爆 
    1719.0071.8846.4142.9833.070.213.69408.601484.670.2752无岩爆 
    1738.9648.4546.9543.4433.450.205.60284.371496.230.1901无岩爆 
    1775.3262.1947.9344.2734.140.245.54261.161517.300.1721无岩爆 
    1811.42121.4048.9145.1034.830.163.38574.791538.220.3737弱岩爆 
    1862.3448.4050.2846.2735.790.247.28218.071567.730.1391无岩爆 
    下载: 导出CSV
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