Table 6 Microscopic parameters of discrete particle elements.

From: Unloading damage evolution and rockburst risk assessment of Xuefengshan No.1 tunnel by combining multiple approaches

Parameters

Description

Rock mass type

Granite

Slate

Sandstone

ball_kn

Ball normal stiffness (Pa)

24.6e9

20.5e9

22.7e9

ball_ks

Ball shear stiffness (Pa)

24.6e9

20.5e9

22.7e9

ball_fric

Ball friction coefficient

0.57

0.51

0.4

ball radius

Ball radius (m)

0.2–0.4

0.2–0.4

0.2–0.4

pb_krat

Parallel bond normal/shear stiffness ratio

1.0

1.0

1.0

pb_coh

Parallel bond cohesive strength (Pa)

3e6

2.8e6

2.1e6

pb_ten

Parallel bond tense strength (Pa)

1.5e6

1.2e6

1.0e6

pb_rmul

Parallel bond radius multiplier

0.98

0.97

0.98