Table 2 Parameter values of the slope and bolt.

From: Probabilistic failure assessment of bolt-stabilized pro-dip slopes considering shear effect

Parameter

γ (kN/m3)

c (kPa)

φ (°)

hw (m)

σf (MPa)

d (mm)

L0 (m)

v (kPa)

Mean

26.5

20

19

6

600

50

5

1000

Std. dev.

0.53

1.0

0.95

0.06

3 × 10− 3

2 × 10− 4

0.05

1.0