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Table 1 The basic physical properties of the loess samples

From: Investigation for the initiation of a loess landslide based on the unsaturated permeability and strength theory

Loess

Density

Moisture content

Specific gravity

Dry density

Void ratio

Volumetric moisture content

Liquid limit

Plastic limit

Plastic index

Coefficient of permeability

ρ/(g/cm3)

w/(%)

Gs

ρ d/(g/cm3)

e0

θ/(%)

w L/(%)

w P/(%)

IP/(%)

k/(m/day)

Q3

1.67

16.8

2.71

1.43

0.895

24.0

30.9

18.9

12.0

0.110

Q2

1.86

20.5

2.71

1.54

0.760

31.6

37.0

22.8

14.2

0.044

Q1

1.89

19.9

2.71

1.58

0.715

31.4

33.7

20.8

12.9

0.027