Rock Type | Specific Storativity | Shear Velocity | Compressional Velocity |
1/L | m/s | m/s | |
TMG Sandstone | 1.295E-06 | 1936 | 4879 |
Schist | 6.459E-06 | 1617 | 2163 |
Quartzite | 1.318E-06 | 2331 | 4806 |
Gneiss | 1.048E-06 | 2590 | 7445 |
Shale (Campus site) | 1.244E-05 | 1090 | 1559 |
Granite | 1.786E-06 | 2409 | 4107 |
Dolerite | 1.408E-06 | 2631 | 4773 |
Dolomite | 1.148E-06 | 2881 | 6262 |
Sandstone (Campus site) | 2.009E-05 | 1643 | 2011 |
Rock Type | Calculated Resonance Frequency | Recorded Resonance Frequency |
Hz | Hz | |
TMG Sandstone | 94 | 95 |
Schist | 194 | 190 |
Quartzite | 205 | 202 |
Gneiss | 135 | 130 |
Shale (Campus site) | 117 | 120 |
Granite | 426 | 430 |
Dolerite | 197 | 200 |
Dolomite | 236 | 237 |
Sandstone (Campus site) | 246 | 250 |
Rock Type | Shear Modulus | Bulk Modulus | Compressibility | Lamé Variable µ |
Kg/s˛m | Kg/s˛m | Pa | ||
TMG Sandstone | 4.952E+09 | 2.485E+10 | 4.025E-11 | 4.952E+09 |
Schist | 3.862E+09 | 1.761E+09 | 5.678E-10 | 3.862E+09 |
Quartzite | 8.034E+09 | 2.344E+10 | 4.266E-11 | 8.034E+09 |
Gneiss | 9.573E+09 | 6.633E+10 | 1.508E-11 | 9.573E+09 |
Shale (Campus site) | 1.480E+09 | 1.054E+09 | 9.488E-10 | 1.480E+09 |
Granite | 7.027E+09 | 1.106E+10 | 9.046E-11 | 7.027E+09 |
Dolerite | 9.858E+09 | 1.930E+10 | 5.181E-11 | 9.858E+09 |
Dolomite | 1.167E+10 | 3.958E+10 | 2.527E-11 | 1.167E+10 |
Sandstone (Campus site) | 3.248E+09 | 5.352E+08 | 1.868E-09 | 3.248E+09 |
Rock Type | Lamé Variable λ | Young's Modulus | Poisson's Ratio | Acoustic Impedance |
Pa | ||||
TMG Sandstone | 2.155E+10 | 1.393E+10 | 4.485E-01 | 3.283E+13 |
Schist | 8.136E+08 | 6.694E+09 | 3.640E-01 | 2.602E+12 |
Quartzite | 1.808E+10 | 2.163E+10 | 4.091E-01 | 3.465E+13 |
Gneiss | 5.995E+10 | 2.740E+10 | 4.630E-01 | 9.466E+13 |
Shale (Campus site) | 6.759E+07 | 3.024E+09 | 4.186E-02 | 1.312E+12 |
Granite | 6.370E+09 | 1.740E+10 | 3.223E-01 | 1.339E+13 |
Dolerite | 1.273E+10 | 2.527E+10 | 3.604E-01 | 2.749E+13 |
Dolomite | 3.179E+10 | 3.188E+10 | 4.225E-01 | 5.565E+13 |
Sandstone (Campus site) | 1.630E+09 | 3.223E+09 | 1.341E+02 | 6.439E+11 |