Table 8 Numerical simulation of mechanical parameters of rock mass.

From: RETRACTED ARTICLE: Analysis of fractured soft rock characteristics in fault rupture zones and laneway shoring

Name of rock formation

Natural density/(KN/m3)

Poisson ratio \(\mu\)

Elasticity modulus E/MPa

Shear modulus G/MPa

Volume modulus K/MPa

Cohesion c/MPa

Frictional angle φ/°

Tensile strength σt/MPa

Penetration coefficient K/cm/s

Soft rock layer

22.8

0.370

4300

1570

2300

5.42

29.59

2.24

5.645 × 10−8

Fractured rock mass with faults

19.3

0.397

1400

500

800

2.72

24.84

0.73

1.406 × 10−7