Research Article

A Statistical Damage Constitutive Model for Geomaterials under Plane-Strain Biaxial Stress State

Table 1

Mechanical and physical parameters of specimens.

ParametersSymbol/materialCoalSynthetic materialUnits
valuevalue

Elastic modulus1.0700.115
Uniaxial compression strength18.762.00
Poisson’s ratio0.300.32N/A
Cohesive strength4.50.4
Internal friction angle2545
Residual cohesive strength~0.30~0.15
Internal friction angle~25~45