Review Article
On the Freeze-Thaw Instability of an Open Pit Slope Using Three-Dimensional Laser Scanning and Numerical Simulation
Table 2
Mathematical statistical information of rock mass structural planes.
| | Parameters | Distribution Type | Statistical parameters | Structure plane | Value |
| | Tendency (°) | Empirical probability | Mean | Plane 1 | 261.000 | | Plane 2 | 309.000 | | Standard deviation | Plane 1 | 61.942 | | Plane 2 | 103.558 | | Dip angle (°) | Empirical probability | Mean | Plane 1 | 75.000 | | Plane 2 | 77.000 | | Standard deviation | Plane 1 | 9.266 | | Plane 2 | 10.173 | | Space distances (m) | Negative exponential distribution | Mean | Plane 1 | 0.355 | | Plane 2 | 0.205 | | Standard deviation | Plane 1 | 0.653 | | Plane 2 | 0.256 | | Equivalent trace length (m) | Negative exponential distribution | Mean | Plane 1 | 1.081 | | Plane 2 | 0.763 | | Standard deviation | Plane 1 | 0.869 | | Plane 2 | 0.576 |
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