Table 5 Mechanical parameters of model contact surface.

From: Conversion, prediction, and application of strength and stiffness parameters for grouted reconstructed rock mass

Strata

Normal stiffness (GPa) BG/AG

Shear stiffness (GPa) BG/AG

c (MPa) BG/AG

φ (°) BG/AG

Rt (MPa) BG/AG

Limestone 8

3.93/4.1

3.93/4.1

0/0.05

30/30

0/0.01

Limestone 9

3.93/4.1

3.93/4.1

0/0.05

30/30

0/0.01

Sandy mudstone

1.83/1.9

1.23/1.9

0/0.05

31/31

0/0.01

Mudstone

1.68/1.9

1.18/1.9

0/0.05

28/29

0/0.01

Coal seam 2–1

2.1/2.1

1.2/1.2

0/0

18/18

0/0

Immediate roof

0.9/0.9

0.9/0.9

0/0

26/26

0/0

Fault

0.5/0.5

0.5/0.5

0/0

10/10

0/0

  1. BG before grouting, AG after grouting.