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 numberTest planNatural mass (g)Natural density (g/cm3)Saturated mass (g)Saturated mass (g/cm3)Saturated wave velocity (km/s)Porosity (%)

S-1Unloading without pore pressure416.692.23441.312.362.1013.60
S-2Unloading at 0.1 MPa pore pressure410.532.25434.732.382.2313.51
S-3Unloading at 0.2 MPa pore pressure417.832.22442.172.352.1013.36
S-4Unloading at 0.4 MPa pore pressure420.772.23446.252.362.1314.00
S-5Unloading at 0.6 MPa pore pressure415.692.26439.082.392.1713.19