RockLab
- A -
abacus
angle of friction
- B -
Bearing capacity
brittle fracture
- C -
Carter & Kulhawy
cohesive force
cohesive forces
Contact
- D -
Deformation modulus
Disturbance factor D
- E -
equivalent friction angles
- F -
failure criterion
- G -
Generalized Criterion
- H -
Hoek-Brown failure criterion
- L -
limit states
- M -
Mechanized excavation
minor principal stresses
Mohr-Coulomb criterion
- S -
Serrano
Serrano, Olalla and Gonzales
Slopes
strength of the rock mass
stress interval
- T -
tensile strength
Tunnels
- U -
ultimate bearing capacity
underground excavations
undisturbed
uniaxial compressive strength