Research Article
Experimental Study on Crack Extension Rules of Hydraulic Fracturing Based on Simulated Coal Seam Roof and Floor
Table 3
Mechanical parameters of similar materials for coal seam roof and floor.
| The ratio of solution | The compressive strength σc (MPa) | Modulus of elasticity (MPa) | Tensile strength σt (MPa) | Sample | The average | Sample | The average | Sample | The average |
| Group A: sand : gypsum : cement = 1 : 1 : 1 | 3.7032 | 3.9776 | 2.1884 | 2.0577 | 0.4853 | 0.4590 | 4.0124 | 1.8621 | 0.6027 | 4.2171 | 2.1226 | 0.2891 | Group B: sand : gypsum : cement = 5 : 1 : 3 | 2.1027 | 2.1465 | 2.0639 | 1.9401 | 0.3832 | 0.3868 | 1.9683 | 1.8547 | 0.1649 | 2.3685 | 1.9016 | 0.6124 | Group C: sand : gypsum : cement = 4 : 1 : 5 | 3.1984 | 3.0597 | 2.2278 | 2.1210 | 0.8084 | 0.6167 | 3.0861 | 1.9419 | 0.6431 | 2.8947 | 2.1934 | 0.3986 | Group D: sand : gypsum : cement = 4 : 2 : 5 | 4.2371 | 4.1549 | 2.6893 | 2.7184 | 0.5311 | 0.5105 | 3.8935 | 2.7231 | 0.4893 | 4.3341 | 2.7429 | 0.5112 | Group E: sand : gypsum : cement =4 : 1 : 6 | 3.5975 | 3.6251 | 2.4512 | 2.3878 | 0.9513 | 0.6852 | 3.7892 | 2.5297 | 0.7704 | 3.4887 | 2.1824 | 0.3339 | Group F: sand : gypsum : cement = 4 : 2 : 3 | 2.6231 | 2.5790 | 2.6015 | 2.6124 | 0.4152 | 0.4145 | 2.3093 | 2.5974 | 0.4371 | 2.8047 | 2.6384 | 0.3912 |
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