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A DISCRETE NUMERICAL MODEL FOR GRANULAR ASSEMBLIES = UN MODELE NUMERIQUE DISCRET POUR DES ASSEMBLAGES GRANULAIRESCONDALL PA; STRACK ODL.1979; GEOTECHNIQUE; GBR; DA. 1979; VOL. 29; NO 1; PP. 47-65; ABS. FRE; BIBL. 14 REF.Article

Preliminary results unifying discontinuous deformation analysis (DDA) and the distinct element method (DEM)DOOLIN, D. M.International Conference on analysis of discontinuous deformation. 2003, pp 119-125, isbn 90-5809-610-6, 7 p.Conference Paper

Application of the distinct element method in geotechnical engineering = Utilisation de la méthode d'élément distinct en génie géotechniqueTING, J.M; CORKUM, B.T; GRECO, C et al.International symposium on numerical models in geomechanics. 2. 1986, pp 789-798Conference Paper

An improved discrete element method based on a variational formulation of the frictional contact lawFORTIN, J; HJIAJ, M; DE SAXCE, G et al.Computers and geotechnics. 2002, Vol 29, Num 6, pp 609-640, issn 0266-352X, 32 p.Article

A numerical model of rockfalls = Un modèle numérique des éboulementsNGUYEN, V.U; CHOWDHURY, R.N; ZHANG SHU et al.International symposium on numerical models in geomechanics. 2. 1986, pp 353-357Conference Paper

Distinct element analysis of the Fenner-Pacher type characteristic curve for tunnellingKIYAMA, H; FUJIMURA, H; NISHIMURA, T et al.International congress on rock mechanics. 1991, pp 769-772Conference Paper

On the interface friction in direct shear testLIU, H. S; SUN, D; MATSUOKA, H et al.Computers and geotechnics. 2005, Vol 32, Num 5, pp 317-325, issn 0266-352X, 9 p.Article

Simulation analysis of shear behavior of rock joint by distinct element methodKUSUMI, H; MATSUOKA, T; ASHIDA, Y et al.Symposium of the International Society for Rock Mechanics. 2005, pp 281-286, isbn 04-1538-042-1, 6 p.Conference Paper

Conceptual modeling of a stiff clay using the distinct element methodKAMP; KONIETZKY, H.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 33-38, isbn 2-7208-6004-2, 6 p.Conference Paper

A three-dimensional simulation model for rockfall using distinct element methodNISHIMURA, T; SEIYAMA, T; KIYAMA, H et al.International symposium on rock stress - RS Kumamoto '03. 2003, pp 449-454, isbn 90-5809-639-4, 6 p.Conference Paper

Continuous and discrete analysis of failure in granular mediaDARVE, F; LAOUAFA, F; SERVANT, G et al.International Symposium on numerical models in geomechanics. 2002, pp 155-161, isbn 90-5809-359-X, 7 p.Conference Paper

Effects of joints on the strength and deformability of rock massesKULATILAKE, P. H. S. W; WANG, S; UCPIRTI, H et al.Conference on fractured and jointed rock masses. 1995, pp 281-287, isbn 90-5410-591-7Conference Paper

Joint patterns and anisotropic rock mass deformational behaviorCROSTA, G.Eurock'93. Safety and environmental issues in rock engineering. 1993, pp 63-70Conference Paper

Numerical stress-path testing of granular soilsLIU, B.L; LI, K.S; LO, S.-C.R et al.International conference on soil mechanics and foundation engineering. 1994, pp 25-28Conference Paper

Analyse de la stabilité des talus par les méthodes des éléments distincts. Application aux mécanismes de basculement = Analysis of slope stability by the distinct element methods. Application to the toppling mechanismsHan, Kong Chang; Fleurisson, Jean-Alain.1993, 140 p.Thesis

Discontinuous analysis approach to full scale simulation of structures subject to blast loadsBANGASH, T; MUNJIZA, A; BONAPARTE, M et al.International Conference on analysis of discontinuous deformation. 2003, pp 183-188, isbn 90-5809-610-6, 6 p.Conference Paper

Discrete element modeling for irregularly Y-shaped sand grainsMATSUSHIMA, T; SAOMOTO, H.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 239-246, isbn 2-7208-6004-2, 8 p.Conference Paper

Addressing the real time problem in geotechnical computationsDEANGELI, C; FERRERO, A. M; VENTURINO, E et al.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 253-258, isbn 2-7208-6004-2, 6 p.Conference Paper

A new modelling mechanical behavior of discontinuities for discontinuum analysisNAKAGAWA, M; JIANG, Y; ESAKI, T et al.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 943-946, isbn 90-5809-069-8Conference Paper

Some remark on the evaluation of loading-rate effects on the shear strength of rock jointsBARBERO, M; BORRI-BRUNETTO, M.Eurock'93. Safety and environmental issues in rock engineering. 1993, pp 23-29Conference Paper

Modeling of caked contacts in DEMsBRENDEL, Lothar; PENGIRAN, Y; RÖCK, M et al.Chemical engineering & technology. 2006, Vol 29, Num 11, pp 1355-1359, issn 0930-7516, 5 p.Article

Modelling rock using bonded assemblies of circular particlesPOTYONDY, D. O; CUNDALL, P. A; LEE, C. A et al.NARMS'96 : North American Rocks Mechanics Symposium. A Regional Conference of ISRM. 1996, pp 1937-1944, isbn 90-5410-838-X, 2VolConference Paper

L'hypothèse de jeux de failles indépendamment contrôlés par un état de contrainte unique est-elle valable ? Une approche numérique 3D = Homogeneous stress pattern and faults kinematics: a three-dimensional numerical modellingDUPIN, J.-M; ANGELIER, J; SASSI, W et al.Bulletin de la Société géologique de France. 1994, Vol 165, Num 4, pp 317-328, issn 0037-9409Conference Paper

De l'hypothèse d'un état de contraintes global à l'existence d'états de contraintes locaux : Modélisation numérique 3D des interactions de jeux de faillesDUPIN, J.-M; SASSI, W; ANGELIER, J et al.Réunion annuelle des sciences de la terre. 1992, Num 14, issn 0249-7557, p.56Conference Paper

An efficient technique for generating homogeneous specimens for DEM studiesJIANG, M. J; KONRAD, J. M; LEROUEIL, S et al.Computers and geotechnics. 2003, Vol 30, Num 7, pp 579-597, issn 0266-352X, 19 p.Article

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