Research Article
Mechanical Properties of Sandstone Roof and Surrounding-Rock Control of Mining Roadways Subject to Reservoir Water Disturbance
Table 1
Basic physical parameters of specimens.
| Test number | Test plan | Natural mass (g) | Natural density (g/cm3) | Saturated mass (g) | Saturated mass (g/cm3) | Saturated wave velocity (km/s) | Porosity (%) |
| S-1 | Unloading without pore pressure | 416.69 | 2.23 | 441.31 | 2.36 | 2.10 | 13.60 | S-2 | Unloading at 0.1 MPa pore pressure | 410.53 | 2.25 | 434.73 | 2.38 | 2.23 | 13.51 | S-3 | Unloading at 0.2 MPa pore pressure | 417.83 | 2.22 | 442.17 | 2.35 | 2.10 | 13.36 | S-4 | Unloading at 0.4 MPa pore pressure | 420.77 | 2.23 | 446.25 | 2.36 | 2.13 | 14.00 | S-5 | Unloading at 0.6 MPa pore pressure | 415.69 | 2.26 | 439.08 | 2.39 | 2.17 | 13.19 |
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