GENERALIZED HOEK-BROWN FAILURE CRITERIA
ROCK MASS
CONSTANTS
\(m_b\):
\(s\):
\(a\):
ROCK MASS MODULUS
\(Erm\): N/mm²
\(Erma\): N/mm²
STRESSES
Major stress (\(σ_1\)): N/mm²
Minor stress (\(σ_3\)): N/mm²
Tensile strength (\(σ_t\)): N/mm²