Research Article
Stability of Slopes Reinforced with Truncated Piles
Table 1
Material properties.
| | Material properties | Pile | Soil | Weak layer |
| | Unit weight (kN/m3) | 25 | 20 | 20 | | Cohesion (kPa) | — | 10 | 7 | | Friction angle (°) | — | 20 | 14 | | Young’s modulus (MPa) | 60,000 | 200 | 100 | | Poisson’s ratio | 0.2 | 0.25 | 0.25 |
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