From: SPH propagation back-analysis of Baishuihe landslide in south-western China
Case | tan ϕ b (−) | h w rel (−) | p w rel (−) | c v (m2s−1) | K (−) | E r (m−1) | Reference |
---|---|---|---|---|---|---|---|
DF | 0.4 | 0.25 | 1.0 | 1.1 × 10−2 | - | - | Pastor et al. (2009) |
DF | 0.35 - 0.40 | 0.4 | 1.0 | 1.0 × 10−2 | - | 4.0 × 10−4 | Cascini et al. (2012) |
DA | 0.40 | 0.25 | 1.0 | 1.1 × 10−2 | - | 1.2 × 10−3 - 8.2 × 10−3 | Cascini et al. (2013) |
DA | 0.35 | 0.40 | 1.0 | 1.0 × 10−2 | - | 8.2 × 10−3 | Cuomo et al. (2014) |
DA | 0.41 | 0.25 | 1.0 | 1.0 × 10−2 | - | 4.0 × 10−3 | Cuomo et al. (2014) |
DA | 0.15 - 0.35 | 0.40 | 1.0 | 1.0 × 10−2 | - | 4.0 × 10−3 | Cuomo et al. (2014) |
DA | 0.34 | 0.4 | 1.0 | 1.0 × 10−2 | 0.019 | - | Cuomo et al. (2016) |
DA | 0.4 | 0.25 | 1.0 | 1.0 × 10−2 | 0.007 | - | Cuomo et al. (2016) |
DA | 0.4 | 0.4 | 1.0 | 1.0 × 10−2 | 0.007 | - | Cuomo et al. (2016) |