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Table 2 The measured effective strength parameters and the relevant indexes for Q2 loess

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

Specimen

no.

Moisture content

Volumetric moisture content

Matric suction

Total effective cohesion

Effective friction angle

w/(%)

θ w /(%)

U a -u w /(kPa)

c′/(kPa)

φ′/(°)

T1

5

7.7

200.5

74.6

25.5

T2

10

15.4

67.0

27.0

24.8

T3

15

23.1

28.7

16.7

25.0

T4

20

30.8

10.6

6.8

24.9

T5

25

38.5

0.2

3.8

24.5

T6

30

46.2

0.0

3.5

25.2

Strength parameters

φ b = 19.5°

c′ 0 = 3.50 kPa

φ′ = 25.0°