Table 6 Model hydrodynamic parameters.

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

岩层

Joint opening (× 10−4 m) BG/AG

Residual opening of joint (× 10-4 m) BG/AG

Permeability coefficient (m/day) BG/AG

Limestone 8

3.0/2.0

1.0/0.5

3.0/0.5

Limestone 9

3.0/2.0

1.0/0.5

3.0/0.1

Sandy mudstone

1.0/0.9

0.5/0.3

1.0/0.1

Mudstone

1.0//0.9

0.5/0.3

1.0/0.1

Interbedded sandstone and mudstone

1.0/0.8

0.5/0.3

Coal seam 2-1

1.5/1.5

0.6/0.6

Immediate roof

3.0/3.0

1.0/1.0

Fault

20.0/10.0

10.0/2.0

6.0/1.0

  1. BG before grouting, AG after grouting.