The choice of framework for theoretical models for soils = Choix d'une famille de modèle théorique des solsHOULSBY, G.T.International conference on soil mechanics and foundation engineering. 11. 1988, 2624Conference Paper

Numerical integration of elastoplastic constitutive equations for geomaterials with extended hardening rulesTAMAGNINI, C; CASTELLANZA, R; NOVA, R et al.International Symposium on numerical models in geomechanics. 2002, pp 213-218, isbn 90-5809-359-X, 6 p.Conference Paper

A generalized hypoelastic constitutive law = Une loi rhéologique hypoélastique généraliséeKOLYMBAS, D.International conference on soil mechanics and foundation engineering. 11. 1988, 2626Conference Paper

Exact stress integration for von Mises elasto-plastic model with constant hardening modulusCHAN, A. H. C.International journal for numerical and analytical methods in geomechanics. 1996, Vol 20, Num 8, pp 605-613, issn 0363-9061Article

Elastoplastic constitutive modelling for unsaturated soilsKOHGO, Y; NAKANO, M; MIYAZAKI, T et al.International conference on computer methods and advances in geomechanics. 7. 1991, pp 631-636, 6 p.Conference Paper

Rate-type and elastoplastic approaches for soil-structure interface bahaviour : A comparisonBOULON, M; JARZEBOWSKI, A.International conference on computer methods and advances in geomechanics. 7. 1991, pp 305-310, 6 p.Conference Paper

Elasto-plastic version of the double sliding model in undrained simple shear tests. Discussion. Author's reply = Discussion et réponse sur «Version élastoplastique d'un modèle à double glissement dans les essais de cisaillement simple non drainés»GIBSON, R. E; DE JOSSELIN DE JONG, G.Geotechnique. 1989, Vol 39, Num 3, pp 565-566, issn 0016-8505Article

Unified approach to model partially saturated and saturated soilMODARESSI, A; ABOU-BEKR, N; FRY, J. J et al.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 1495-1502, isbn 90-5410-586-0Conference Paper

Rational design method of walls for deep excavations - A survey on Japanese codesTSUGE, H; TANAKA, M.International symposium on underground construction in soft ground. 1995, pp 313-315, isbn 90-5410-536-4Conference Paper

Nonlinear elastic-plastic model of soil-structure interaction in time domainWRANA, B.International conference on soil dynamics & earthquake engineering. 1993, pp 603-617Conference Paper

Sur un principe d'interaction massif-soutènement des tunnels en avancement stationnaire = A ground-support interaction principle for constant rate-advancing tunnelsNGUYEN-MINH, D; GUO, C.Eurock'93. Safety and environmental issues in rock engineering. 1993, pp 171-177Conference Paper

Determination of plasic regions around underground openings by a coupled boundary-element-characteristics methodOBARA, Y; NAKAYAMA, T; SUGAWARA, K et al.International journal for numerical and analytical methods in geomechanics. 1992, Vol 16, Num 10, pp 701-716, issn 0363-9061Article

Implicit integration algorithm for hoek-brown elastic-plastic modelWAN, R.G.Computers and geotechnics. 1992, Vol 14, Num 3, pp 149-177, issn 0266-352XArticle

Full elasto-plastic analysis of shear-wall and core structuresGEORGOUSSIS, G.International conference on earthquake resistant construction and design. 1991, pp 535-544, 10 p.Conference Paper

Elastoplastic modelling of partially saturated soils = Modélisation élastoplastique de sols partiellement saturésGENS, A; ALONSO, E.E; JOSA, A et al.International symposium on numerical models in geomechanics. 3 (NUMOG III). 1989, pp 163-170, 8 p.Conference Paper

An elasto-plastic model for compacted soilsCUI, Y. J; DELAGE P; SULTAN, N et al.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 703-709, isbn 90-5410-586-0Conference Paper

Plastic yield criteria and their applicationsXU GANCHENG.International Workshop on rock foundation. 1995, pp 85-90, isbn 90-5410-562-3Conference Paper

Analyse théorique et expérimentale de l'équilibre élasto-plastique d'un sol cohérent autour du pressiomètre = Theoretical and experimental analysis of the elasto-plastic equilibrium of a cohesive soil around the pressiometerMONNET, J.The pressuremeter and its new avenues. International symposium. 1995, pp 193-200Conference Paper

Validation of finite element solutionsSMITH, I.M.International conference on soil mechanics and foundation engineering. 1994, pp 229-231Conference Paper

Validation file for an elastoplastic-strain hardening model of soil behaviourCHEHADE, W; SHAHROUR, I; NOVA, R et al.Computers and geotechnics. 1992, Vol 14, Num 1, pp 1-20, issn 0266-352XArticle

Modelling dynamic response of pavements to impact loadingSTOLLE, D.F.E.Computers and geotechnics. 1991, Vol 11, Num 1, pp 83-94, issn 0266-352X, 12 p.Article

Properties of the 20-node brickSMITH, I.M; KIDGER, D.J.International journal for numerical and analytical methods in geomechanics. 1991, Vol 15, Num 12, pp 871-891, issn 0363-9061Article

Etude expérimentale et analyse théorique de l'anisotropie induite du sable d'Hostun = Induced anisotropy in Hostun sand : experiments and theoretical analysisLANIER, J; DI PRISCO, C; NOVA, R et al.Revue française de géotechnique. 1991, Num 57, pp 59-74, issn 0181-0529Article

Kinematic (or hour-glass) mode control for a uniform strain quadrilateral by an assumed strain technique = Contrôle du mode cinématique ou en sablier pour un élément de quadrilatère soumis à une contrainte unilatérale au moyen d'une technique de déformationLAST, N.C; HARKNESS, R.M.International journal for numerical and analytical methods in geomechanics. 1989, Vol 13, Num 4, pp 381-410, issn 0363-9061Article

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