Research Article
Application of an Improved Cloud Model and Distance Discrimination to Evaluate Slope Stability
Table 3
Actual evaluation values of different evaluation indicators.
| | Evaluation factor | Original | Evaluation factor | Original |
| | Deformation modulus () | 1.9 GPa | Reinforcements () | 0.70 | | Integrity index () | 0.72 | Drainage effect () | 0.75 | | RQD () | 85% | Mean annual precipitation () | 607 mm | | UCS () | 105 MPa | Water content () | 13% | | Initial geo-stress () | 21.49 MPa | Daily maximum rainfall () | 49.2 mm | | Cohesion () | 0.02 MPa | Seismic acceleration () | 0.1 g | | Friction angle () | 16.7° | Surface deformation rate () | 1.89 mm/m | | Volumetric count () | 17/m3 | Pre-stressed anchorage force () | 8.73% | | Integrity description () | 0.60 | Internal deformation rate () | 0.27 mm/m | | Slope height () | 110 m | Route inspection () | 0.75 | | Slope angle () | 50° | | |
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