Table 2 Meso parameters of parallel bonding model in numerical simulation test.

From: Shear strength deterioration effect of rock mass joint surface under cyclic shear load

Linear or parallel connection elastic modulus (GPa)

Linear or parallel bond stiffness ratio

Bonding distance/mm

Contact friction coefficient

Average contact tensile strength (MPa)

Standard deviation of contact tensile strength (MPa)

Standard deviation of contact cohesion (MPa)

Average value of contact cohesion (MPa)

1.0

2.0

0.5

0.5

10

5

5

10