Research Article
Experimental Study of Stress-Seepage Coupling Properties of Sandstone under Different Loading Paths
Table 8
Results of skeleton bulk modulus and the Biot coefficient at each stage.
| Sample number | Stage | (MPa) | (MPa) | |
| SY-11 | 0 | 5101.5 | 10037 | 0.492 | 1 | 6235.1 | 0.379 | 2 | 6196.6 | 0.383 | 3 | 6356.7 | 0.367 | 4 | 6199.7 | 0.382 |
| SY-12 | 0 | 5190.9 | 10846 | 0.521 | 1 | 6726.3 | 0.379 | 2 | 7401.2 | 0.318 | 3 | 8853.6 | 0.185 | 4 | 8004.9 | 0.262 |
| SY-13 | 0 | 5382.8 | 8897.1 | 0.395 | 1 | 5954.6 | 0.331 | 2 | 7983.9 | 0.103 | 3 | 8030.1 | 0.097 | 4 | 6936.2 | 0.220 |
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