Research Article
Stability Assessment of Dangerous Rock Mass of an Overhanging Slope in Puerdu Town, Southwestern China
Table 4
Characteristic parameters of falling-type dangerous rocks.
| | Dangerous rock mass number | W1 | W3 | W4 | W6 | | Characteristic parameters |
| | Weight per unit length (t) | 50.6 | 35.4 | 258.0 | 215.0 | | Dip angle of the fracture surface (°) | 89.0 | 80.0 | 87.0 | 74.0 | | Cohesive force of the rock mass (kPa) | 700.0 | 700.0 | 700.0 | 700.0 | | Internal friction angle of the rock mass (°) | 31.9 | 31.9 | 31.9 | 31.9 | | Cohesion of structural planes (kPa) | 70.0 | 70.0 | 70.0 | 70.0 | | Internal friction angle of the structural plane (°) | 28.0 | 28.0 | 28.0 | 28.0 | | Equivalent cohesion (kPa) | 107.8 | 164.5 | 162.7 | 107.1 | | Equivalent angle of internal friction (°) | 28.2 | 28.6 | 28.6 | 28.2 | | Earthquake force (kN) | 60.7 | 42.5 | 309.6 | 258.0 | | Normal force (kN) | −51.9 | 19.64 | −174.2 | 344.6 | | Tangential force (kN) | 506.9 | 356.0 | 2592.6 | 2137.8 |
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