Table 1 Soil parameters for analysis of slope stability
From: Use of RCC pile, anchor bolt and geogrid for building construction on the unstable slope
Soil type | Depth | Soil unit weight (KN/m2) | Cohesion, c (kPa) | Angle of internal friction, ɸ (degree) |
|---|---|---|---|---|
Red soil with phylite gravel mix | 3.0 | 18.25 | 0.43 | 36 |
Phylite rock | 6.0 | 19.5 | 0.00 | 45 |
Brown fracture phylite rock | > 6.5 | 19.00 | Infinite strength | |