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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