From: Numerical modeling and characterization of a peculiar flow-like landslide
Sample | 1 | 2 | 3 | 4 |
---|---|---|---|---|
USCS classification | CL | ML | – | – |
Porosity [%] | 40.1 | 39.7 | – | – |
Void ratio [−] | 0.67 | 0.7 | – | – |
Saturation degree [%] | 118.3 | 117.9 | – | – |
Total unit weight [kN/m3] | 20.2 | 19.9 | – | – |
Statured unit weight [kN/m3] | 19.5 | 19.3 | – | – |
Liquid limit | 34 | 33 | – | – |
Plastic limit | 23 | 25 | – | – |
Plasticity index [%] | 11 | 8 | – | – |
Liquidity index [%] | 0.6 | 0.5 | – | – |
Friction angle [°] | 30.1 | 29.1 | 33.8 | – |
Cohesion [kPa] | 2 | 5 | 0 | – |
Permeability [m/s] | – | – | 2.19 × 10−6 | 5.19 × 10−7 |