Table 1 Parameter values for the analysis of the failure probability of freeway no. 3 slope29.
From: Probabilistic failure assessment of bolt-stabilized pro-dip slopes considering shear effect
Parameter | Certain / Uncertain | Mean | Std. dev. |
|---|---|---|---|
γ (kN/m3) | Certain | 21 | / |
c (kPa) | Certain | 0 | / |
δ (°) | Certain | 20 | / |
β (°) | Certain | 15 | / |
φ (°) | Uncertain | 21 | 3.15 |
Ts (kN) * | Uncertain | 600 | 228 |
