Synopsis
The Hoek-Brown failure criterion.- A 2-D theoretical derivation of the Hoek-Brown criterion.- A 3-D theoretical derivation of the Hoek-Brown criterion.- The Hoek-Brown brittle-ductile transition analysis.- The Hoek-Brown constant mi.- The Geological Strength Index.- The blast damage factor D.- A gas-mechanical coupled Hoek-Brown criterion.- An UCS Model for Anisotropic Blocky Rock Masses satisfying the Hoek-Brown criterion.- Non-linear shear strength reduction method for slope stability based on the HB criterion.- Chart-Based Slope Stability Assessment Using the Generalized Hoek-Brown Criterion.- The Effects of Blast Damage Zone Thickness on Rock Slope Stability.
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