| Parameter | Symbol | σRB | IRB | ||
| G1 | G2 | G3 | G4 | ||
| Depth (m) | H | Y | Y | Y | Y |
| Unixial Compressive Strength (MPa) | UCS | Y | Y | Y | Y |
| Deformability modulus (GPa) | E | Y | Y | Y | Y |
| Horizontal in situ stress (loading face) (MPa) | σh1 | Y | Y | - | - |
| Horizontal in situ stress (unloading face) (MPa) | σh2 | Y | Y | - | - |
| Vertical stress due to overburden | σv | Y | Y | - | - |
| Percentage of clay (%) | Cl | - | Y | - | - |
| Percentage of quartz (%) | Q | - | Y | - | - |
| Percentage of feldspar (%) | F | - | Y | - | - |
| Percentage of calcite (%) | Ca | - | Y | - | - |
| Percentage of carbon (%) | Cb | - | Y | - | Y |
| Volume of the sample | Vol | - | Y | - | - |
| Rockburst maximum stress (MPa) | σRB | - | - | Y | Y |
| Ratio between average horizontal stresses and σv | K | - | - | Y | Y |