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