Table 3 Calculation results of the slope stability in cross section 3-3′ (without considering rainfall).
From: Evolution process and failure mechanism of a large expressway roadside landslide
No. | \(\gamma\) | \(\gamma_{sat}\) | \(W_{i}\) | \(\theta_{i}\) | \(c_{i}\) | \(\varphi_{i}\) | \(\alpha_{i}\) | \(P_{Wi}\) | \(T_{i}\) | \(R_{i}\) | \(\psi_{i}\) | FS |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
E1 | 18.50 | 19.00 | 6713.15 | 36.00 | 9.00 | 19.50 | 5.00 | 150.69 | 4075.06 | 2206.32 | 0.781 | 0.541 |
E2 | 18.50 | 19.00 | 11,192.50 | 20.00 | 9.00 | 19.50 | 23.00 | 1546.90 | 5372.85 | 3930.68 | 0.939 | 0.661 |
E3 | 18.50 | 19.00 | 14,010.45 | 14.00 | 9.00 | 19.50 | 23.00 | 1521.12 | 4891.82 | 5016.82 | 0.908 | 0.799 |
E4 | 18.50 | 19.00 | 7057.80 | 4.00 | 9.00 | 19.50 | 29.00 | 753.88 | 1175.57 | 2537.89 | 0.918 | 0.923 |
E5 | 18.50 | 19.00 | 2862.95 | − 6.00 | 9.00 | 19.50 | 10.00 | 80.57 | − 221.81 | 1107.51 | 0.623 | 1.036 |
E6 | 18.50 | 19.00 | 1089.45 | − 41.00 | 9.00 | 19.50 | 10.00 | 18.58 | − 703.05 | 372.45 | 0.948 | 1.134 |
