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Table 1 Geotechnical parameters obtained from laboratory and in situ tests

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