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
|
王玺,马春德,刘兴全,姜明伟,范玉赟
|
The Variation Law of In-situ Stress and Rock Mechanical Parameters with Buried Depth in Coastal Mining Area and Their Relationship
|
Xi WANG,Chunde MA,Xingquan LIU,Mingwei JIANG,Yuyun FAN
|
|
表2 不同埋深岩芯的力学参数
|
Table 2 Mechanical parameters of cores at different buried depths
|
|
钻孔编号 | h/m | 样品编号 | 弹性模量E/GPa | 抗压强度σc/MPa | 抗拉强度σb/MPa | 钻孔编号 | h/m | 样品编号 | 弹性模量E/GPa | 抗压强度σc/MPa | 抗拉强度σb/MPa |
---|
ZK88-14 | 300 | 300-1 | 35.5 | 145.3 | 8.2 | ZK94-2 | 1 500 | 1500-1 | 37.2 | 190.6 | 13.7 | 300-2 | 31.3 | 143.2 | 7.3 | 1500-2 | 39.3 | 193.5 | 15.1 | 300-3 | 29.4 | 138.6 | 6.5 | 1500-3 | 41.2 | 204.1 | 16.2 | 600 | 600-1 | 31.0 | 147.8 | 9.2 | 1 600 | 1600-1 | 41.3 | 207.3 | 15.6 | 600-2 | 34.2 | 152.9 | 9.7 | 1600-2 | 39.0 | 195.8 | 15.9 | 600-3 | 37.8 | 163.2 | 8.8 | 1600-3 | 47.5 | 210.6 | 17.8 | 900 | 900-1 | 32.0 | 107.6 | 9.2 | ZK88-21 | 300 | 300-1 | 26.2 | 112.3 | 5.4 | 900-2 | 37.2 | 117.3 | 9.8 | 300-2 | 29.7 | 115.4 | 6.7 | 900-3 | 38.5 | 120.6 | 11.3 | 300-3 | 31.2 | 120.3 | 8.5 | 1 200 | 1200-1 | 40.0 | 139.7 | 13.2 | 600 | 600-1 | 35.8 | 146.5 | 5.7 | 1200-2 | 43.4 | 145.6 | 14.7 | 600-2 | 27.8 | 142.1 | 5.8 | 1200-3 | 32.6 | 130.5 | 11.7 | 600-3 | 39.7 | 157.2 | 6.3 | 1 500 | 1500-1 | 40.1 | 143.6 | 14.3 | 900 | 900-1 | 31.2 | 155.7 | 5.4 | 1500-2 | 38.1 | 140.2 | 12.2 | 900-2 | 35.7 | 162.8 | 6.9 | 1500-3 | 41.3 | 150.3 | 15.3 | 900-3 | 40.2 | 171.9 | 8.1 | ZK94-2 | 300 | 300-1 | 27.0 | 77.3 | 5.9 | 1 200 | 1200-1 | 32.2 | 206.8 | 7.3 | 300-2 | 31.7 | 79.3 | 6.8 | 1200-2 | 36.8 | 198.8 | 5.1 | 300-3 | 36.3 | 86.6 | 7.5 | 1200-3 | 41.7 | 221.4 | 7.6 | 600 | 600-1 | 30.2 | 143.2 | 8.6 | 1 500 | 1500-1 | 32.8 | 213.4 | 8.5 | 600-2 | 35.3 | 152.4 | 10.1 | 1500-2 | 43.5 | 238.9 | 9.3 | 600-3 | 40.2 | 163.2 | 9.8 | 1500-3 | 36.1 | 243.2 | 12.4 | 900 | 900-1 | 39.1 | 136.5 | 10.3 | 1 800 | 1800-1 | 44.2 | 261.2 | 13.4 | 900-2 | 32.4 | 125.6 | 9.2 | 1800-2 | 35.2 | 242.7 | 9.1 | 900-3 | 42.3 | 144.3 | 10.1 | 1800-3 | 45.1 | 271.2 | 15.2 | 1 200 | 1200-1 | 32.2 | 168.1 | 11.6 | 1 900 | 1900-1 | 42.2 | 287.3 | 11.2 | 1200-2 | 38.6 | 190.3 | 12.7 | 1900-2 | 45.4 | 264.7 | 9.4 | 1200-3 | 43.2 | 201.6 | 14.2 | 1900-3 | 35.5 | 252.3 | 8.8 |
|
|
|