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Behandlung numerischer Probleme bei der programmtechnischen Umsetzung elasto-plastischer Stoffmodelle in einem FEM-Programm = Traitement des problèmes numériques pour la programmation de modèles de matériaux élastoplastiques dans un programme FEM = Dealing with numerical problems in programming elasto-plastic material models in an FEM programmeRÜTZ, D.Wissenschaftliche Zeitschrift der Hochschule für Architektur und Bauwesen Weimar. 1985, Vol 31, Num 6B, pp 292-294, issn 0509-9773Article

A robust formulation for FE-analysis of elasto-plastic mediaTRUTY, A; ZIMMERMANN, T.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 381-386, isbn 90-5410-886-XConference Paper

Mechanism of one-dimensional consolidationYOSHIKUNI, H; KUSAKABE, O; OKADA, M et al.IS-Hiroshima'95 : International symposium on compression and consolidation of clayey soils. 1995, pp 497-504, isbn 90-5410-537-2, 2VolConference Paper

Elasto-plastic large deformation analysis of thin-walled structures = Etude des déformations importantes élastoplastiques dans des ouvrages à parois peu épaissesAL-BERMANI, F.G.A; KITIPORNCHAI, S.1989, issn 0159-1185, 35 p., CE101Serial Issue

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

Interaction between soil mechanical properties of structured soils and hydraulic process : theoretical fundamentals of a modelGRASLE, W; BAUMGARTL, T; HORN, R et al.UNSAT'95 : International conference on Unsaturated soils. 1996, pp 719-724, isbn 90-5410-586-0Conference Paper

An elasto-plastic model for frictional and cohesive materialsSUN, D.A; MATSUOKA, H.International symposium on pre-failure deformation characteristics of geomaterials. 1994, pp 433-438Conference Paper

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

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