Research Article
Geological Analysis and Model Test of Bedding Rock Cutting Landslide
Table 2
Similar material parameters.
| Material name | Cohesion (kPa) | Internal friction angle (°) | Similar material ratio |
| Slip body | Model | 15.86 | 36.05 | Sand: soil: water = 0.5 : 0.5 : 0.1 | Slip surface | Prototype | 8.2 | 34.3 | | Model | 0.85 | 29.88 | Sand: soil: talcum powder: water = 37 : 52 : 35 : 15 | Bedrock | Prototype | 2.59 | 35.99 | Cement: sand: soil: water = 36 : 18 : 21 : 8 |
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