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CONSTITUTIVE RELATIONS THAT IMPLY A GENERALIZED MOHR-COULOMB CRITERION.COWIN SC.1974; ACTA MECH.; AUTR.; DA. 1974; VOL. 20; NO 1-2; PP. 41-46; ABS. ALLEM.; BIBL. 7 REF.Article

IMPLICIT TIME INTEGRATION OF ELASTO-VISCOPLASTIC SOLIDS SUBJECT TO THE MOHR-COULOMB YIELD CRITERIONDAMJANIC F; OWEN DRJ.1982; INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 12; PP. 1873-1881; BIBL. 5 REF.Article

Short-cut geometry during structural inversions : Competition between faulting and reactivationHUYGHE, P; MUGNIER, J.-L.Bulletin de la Société géologique de France. 1992, Vol 163, Num 6, pp 691-700, issn 0037-9409Conference Paper

Finite element analysis of tunnels using different yield criteria = Analyse par éléments finis des tunnels à l'aide de différents critères de limite élastiqueSRIVASTAVA, R.K; SHARMA, K.G; VARADARAJAN, A et al.International symposium on numerical models in geomechanics. 2. 1986, pp 381-389Conference Paper

Relationship among Tresca, Mises, Mohr-Coulomb and Matsuoka-Nakai failure criteria = Les relations entre les critères de rupture de Tresca, Mises, Mohr-Coulomb et Matsuoka-NakaiHAJIME MATSUOKA; TERUO NAKAI.Soils and foundations. 1985, Vol 25, Num 4, pp 123-128, issn 0038-0806Article

Application of Mohr-Coulomb yielding criterionMIRCEVSKA, V; BICKOVSKI, V.International Symposium on Deformation Characteristics of Geomaterials. 2003, pp 1161-1166, isbn 90-5809-604-1, 6 p.Conference Paper

REMARKS ON THE VALIDITY OF STABILITY ANALYSES = REMARQUES SUR LA VALIDITE DES METHODES D'ANALYSE DE LA STABILITE DES PENTESTAVENAS F; TRAK B; LEROUEIL S et al.1980; REV. CANAD. GEOTECH.; CAN; DA. 1980; VOL. 17; NO 1; PP. 61-73; ABS. FRE; BIBL. 31 REF.Article

Use of the pressuremeter test for the determination of properties of sands obeying non associated Mohr-Coulomb criterionSHAHROUR, I; KASDI, A.NUMOG : International symposium numerical models in geomechanics. 1995, pp 133-138, isbn 90-5410-568-2Conference Paper

Mohr―Coulomb Failure Criterion : ISRM Suggested MethodsLABUZ, Joseph F; ZANG, Arno.Rock mechanics and rock engineering. 2012, Vol 45, Num 6, pp 975-979, issn 0723-2632, 5 p.Article

Back analysis of rock parameters for Hoek-Brown criterionZHU, K. S; LIU, D. Y; ZHU, F et al.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 1413-1416, isbn 90-5809-069-8Conference Paper

Modeling progressive failures in rock slopes with non-persistent joints using the numerical manifold methodXINMEI AN; YOUJUN NING; GUOWEI MA et al.International journal for numerical and analytical methods in geomechanics (Print). 2014, Vol 38, Num 7, pp 679-701, issn 0363-9061, 23 p.Article

Modified Mohr―Coulomb criterion for non-linear triaxial and polyaxial strength of intact rocksSINGH, Mahendra; RAJ, Anil; SINGH, Bhawani et al.International journal of rock mechanics and mining sciences (1997). 2011, Vol 48, Num 4, pp 546-555, issn 1365-1609, 10 p.Article

An improved statistical damage constitutive model for warm frozen clay based on Mohr―Coulomb criterionSHUANGYANG LI; YUANMING LAI; SHUJUAN ZHANG et al.Cold regions science and technology. 2009, Vol 57, Num 2-3, pp 154-159, issn 0165-232X, 6 p.Article

Back-analysis of deformation and Mohr-Coulomb strength parameters based on initial strain methodARAI, K.Soils and foundations. 1993, Vol 33, Num 3, pp 130-138, issn 0038-0806Article

A study of sensitivity of relevant parameters to predict sand productionGHALAMBOR, A; HAYATDAVOUDI, A; KOLIBA, R. J et al.Third Latin American and Caribbean Petroleum Engineering Conference: improving oil and gas recoveries within sustainable development. 1994, Vol. 2, 883-895Conference Paper

Etude des distributions de contraintes autour d'un puits pétrolier: application au calcul des pressions d'initiation de fracturation hydraulique = Study of stress distribution around an oil or gas well. Application to calculating pressures for initiating hydraulic fracturingSKOCZYLAS, F; HENRY, J. P.Revue de l'Institut français du pétrole. 1989, Vol 44, Num 6, pp 721-747, issn 0020-2274Article

A new method to calculate the equivalent Mohr-Coulomb friction angle for cohesive and frictional materialsHUA JIANG; XIAOWO WANG.International journal for numerical and analytical methods in geomechanics (Print). 2011, Vol 35, Num 5, pp 630-638, issn 0363-9061, 9 p.Article

Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion = Estimation des valeurs de frottement et de cohésion de Mohr-Coulomb à partir du critère de rupture de Hoek-BrownHOEK, E.International journal of rock mechanics and mining sciences. 1990, Vol 27, Num 3, pp 227-229, issn 0020-7624Article

LONG-TERM STRENGTH OF METALS AND CREEP EQUATIONS BASED ON THE COULOMB-MOHR CRITERIONKOVRIZHNYKH, A. M; BARYSHNIKOV, V. D; MANAKOV, A. V et al.Journal of applied mechanics and technical physics. 2007, Vol 48, Num 6, pp 871-877, issn 0021-8944, 7 p.Article

Modelling the Limiting Envelopes of Rocks in the Octahedral PlaneDESCAMPS, F; TSHIBANGU, J. P.Oil & gas science and technology. 2007, Vol 62, Num 5, pp 683-694, issn 1294-4475, 12 p.Article

Plastic bending of a strip for a yield criterion depending on the mean stressLYAMINA, E. A.Journal of applied mechanics and technical physics. 2006, Vol 47, Num 2, pp 249-253, issn 0021-8944, 5 p.Article

Modified Mohr-Coulomb criterion for non-linear triaxial and polyaxial strength of jointed rocksSINGH, Mahendra; SINGH, Bhawani.International journal of rock mechanics and mining sciences (1997). 2012, Vol 51, pp 43-52, issn 1365-1609, 10 p.Article

Correlation between Poisson ratio and Mohr―Coulomb coefficient in metallic glassesBARICCO, M; BASER, T. A; DAS, J et al.Journal of alloys and compounds. 2009, Vol 483, Num 1-2, pp 125-131, issn 0925-8388, 7 p.Conference Paper

Wellbore-stability predictions using a modified Lade criterionEWY, R. T.Journal of petroleum technology. 1998, Vol 50, Num 11, pp 64-66, issn 0149-2136Conference Paper

Use of the distinct element method to perform stress analysis in rock with non-persistent joints and to study the effect of joint geometry parameters on the strength and deformability of rock massesKULATILAKE, P. H. S. W; UCPIRTI, H; WANG, S et al.Rock mechanics and rock engineering. 1992, Vol 25, Num 4, pp 253-274, issn 0723-2632Article

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