Research Article
Seismic Optimization of High Cantilever Multianchor Pile Strengthening Soil Slopes against Earthquakes
Table 4
Properties of the materials in the slope.
| | Type | Volume weight (g/cm3) | Moisture content (%) | Compressive strength (MPa) | Cohesion (kPa) | Friction (°) |
| | Bedrock | 22.45 | 13.5 | — | 7.02 | 33.95 | | Landslide materials | 16.5 | 14.2 | — | 15.2 | 29.75 | | Pile | 20.4 | — | 4.5 | — | — |
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