2011
DOI: 10.1016/j.ijrmms.2011.02.004
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Modified Mohr–Coulomb criterion for non-linear triaxial and polyaxial strength of intact rocks

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Cited by 183 publications
(58 citation statements)
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“…The stress magnitudes are often normalized to the tensile strength of intact rock [ Hancock , ; Sibson , ], and in this paper the normalized effective mean stress is referred to as the ductility index, DI (= σ ′ m / σ t ), which at the critical state can be approximated by 2 B ( B = σ c / σ t ; σ c = unconfined compressive strength), based on the models of Singh et al . [] and Barton [, ]. B is often called brittleness in the mining industry [e.g., Altindag , , ] (Figure ).…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…The stress magnitudes are often normalized to the tensile strength of intact rock [ Hancock , ; Sibson , ], and in this paper the normalized effective mean stress is referred to as the ductility index, DI (= σ ′ m / σ t ), which at the critical state can be approximated by 2 B ( B = σ c / σ t ; σ c = unconfined compressive strength), based on the models of Singh et al . [] and Barton [, ]. B is often called brittleness in the mining industry [e.g., Altindag , , ] (Figure ).…”
Section: Introductionmentioning
confidence: 99%
“…The Mohr diagram, after Barton [, ], Ingram and Urai [], and Singh et al . []. Tensile strength = σ t ; B = σ c / σ t ; σ c = unconfined compressive strength.…”
Section: Introductionmentioning
confidence: 99%
“…This criterion is suggested for stress conditions when three principal stresses are compressive (Singh et al, 2011) which is valid under the stress conditions of SAGD application. Oil sand formations are "locked sands" having high grain-to-grain contacts with little to no cementation (Chalaturnyk, 1996).…”
Section:   mentioning
confidence: 99%
“…The Mohr-Coulomb failure criterion is one of the commonly accepted criteria for estimation of rock strength at a given state of stress [58,59]. Basically modified the M-C criterion by absorbing the critical state defined, and then quantifying the necessary deviation from the linear form, using a large body of experimental test data [60,61]. A similar criterion for the shear strength of rock masses, with σ c for the rock mass potentially based on the simple formula 5γQ c 1/3 (where Q c = Qσ c /100 (MPa)) [62].…”
Section: Introductionmentioning
confidence: 99%