Table 3 Parameters of 60° slate HJC constitutive model.

From: Calculation of hole spacing and surrounding rock damage analysis under the action of in situ stress and joints

Basic mechanical parameters

Strength parameters

Damage parameters

Pressure parameters

ρ

2752 kg/m3

A

0.33

D1

0.026

Pc

18.47 MPa

fc

55.4 MPa

B

0.5765

D2

1.0

μc

7.3 × 10–4

G

15.212 GPa

C

0.000624

EFMIN

0.01

Pl

2.0 GPa

T

12.03 MPa

N

0.413

FS

0.004

μl

0.054

  

SFMAX

20.0

  

K1

39 GPa

  

EPSO

1.0

  

K2

-223 GPa

      

K3

550 GPa