Fig. 11
From: Statistical damage constitutive model of soft rock based on Improved Hoek-Brown strength criterion

Relationship between shape parameter \(\:{F}_{0\:}\)Â and scale parameter m and confining pressure.
From: Statistical damage constitutive model of soft rock based on Improved Hoek-Brown strength criterion
Relationship between shape parameter \(\:{F}_{0\:}\)Â and scale parameter m and confining pressure.