Table 4 Relevant parameters and calculation results of two cases.
Parameters/calculation results | ZZP slope | HNG landslide |
|---|---|---|
σci(Mpa) | 100 | 50 |
GSI | 40 | 17 |
mi | 10 | 18 |
γ(kN/m3) | 28 | 24 |
H(m) | 100 | 140 |
β(°) | 50 | 53 |
1#equivalent c(kPa) | 943.12 | 516.84 |
1#equivalent φ(°) | 46.82 | 37.18 |
2#equivalent c(kPa) | 470.78 | 197.95 |
2#equivalent φ(°) | 57.28 | 47.33 |
HB(Ac) | 0.89 | 0.31 |
1#(Ac) | 1.19 | 0.56 |
2#(Ac) | 0.93 | 0.35 |
