Elasto-plastic modelling of strain-softening behavior for soilGUO, R.-P; LI, G.-X; SAKAJO, S et al.Eleventh Asian Regional Conference on soil mechanics and geotechnical engineering. 2001, pp 89-92, isbn 90-5809-055-8Conference Paper

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Stress measurement in elastoplastic ductile geomaterialsQUIERTANT, M; SHAO, J. F; TRENTESAUX, C et al.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 513-518, 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

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

On the steady flow of an incompressible elastic-plastic material past thin cones : numerical resultsNORBURY, J; TASKINEN, T. I.Computers and geotechnics. 1997, Vol 20, Num 2, pp 143-159, issn 0266-352XArticle

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

Une solution semi-analytique d'un problème de plasticité non-associée des sols = A semi-analytical solution of a non-associated plasticity problem for soilsBOUSSHINE, L; CHAABA, A; DE SAXCE, G et al.La Revue marocaine du génie civil. 2000, Num 85, pp 2-6, issn 0851-7916, 5 p.Article

An elastoplastic-viscoplastic model for soilsMALEKI, M; CAMBOU, B; FARSI, M et al.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 15-20, isbn 90-5809-095-7Conference Paper

Use of elastoplasticity to simulate cyclic sand behaviorPAPADIMITRIOU, A. G; BOUCKOVALAS, G. D; DAFALIAS, Y. F et al.International Conference on earthquake geotechnical engineering. 1999, pp 125-130, isbn 90-5809-116-3Conference Paper

Two- and three-surface models of plasticity = Modèles à deux et trois surfaces de la plasticitéHASHIGUCHI, K.International conference on numerical methods in geomechanics. 1985, pp 285-292Conference Paper

A new solution algorithm for strain-hardening elastoplastic soilsHICKMAN, R. J; GUTIERREZ, M. S.European Conference Numerical Methods in Geotechnical Engineering. 2002, pp 195-202, isbn 2-7208-6004-2, 8 p.Conference Paper

Comparison of convergence of 8-node and 15-node elementsMOLENKAMP, F; KAY, S.NUMOG VI : International Symposium on Numerical Models in Geomechanics. 1997, pp 149-415, isbn 90-5410-886-XConference Paper

Bearing capacity of foundations in the vicinity of rigid retaining structurePULA, O.J.International symposium on numerical models in geomechanics. 1992, pp 923-929Conference Paper

Semi-analytical finite element technique for the consolidation of elastoplastic axisymmetric mediaHAGE-CHEHADE, F; MEIMON, Y.International symposium on numerical models in geomechanics. 1992, pp 463-472Conference Paper

Steady state method for analysis of advancing tunnels in elastoplastic and viscoplastic mediaCORBETTA, F; NGUYEN MINH, D.International symposium on numerical models in geomechanics. 1992, pp 747-756Conference Paper

A constitutive model for characterizing dilatancy in rocksROEGIERS, J.-C; AZEEMUDDIN, M; ZAMAN, M.M et al.Rock mechanics as a multidisciplinary science. U.S. 1991, pp 531-538Conference Paper

Laboratory tests to validate and determine parameters of an elastoplastic model for unsaturated soilsBARRERA, M; ROMERO, E; SANCHEZ, M et al.International symposium on identification and determination of soil and rock parameters for geotechnical designSymposium international Identification et détermination des paramètres des sols et des roches pour les calculs géotechniques. 2002, pp 351-358, isbn 2-85978-363-6Conference Paper

A unified elastoplastic model of sand dependent on stress level and void ratioYAO, Y. P; MATSUOKA, H; SUN, D. A et al.International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99. 1999, pp 589-596, isbn 90-5809-076-0Conference Paper

Modeling of anisotropic elastoplastic damage in shale rocksCHIARELLI, A. S; SIBAI, M; SHAO, J. F et al.NUMOG VII : International Symposium on Numerical Models in Geomechanics. 1999, pp 21-26, isbn 90-5809-095-7Conference Paper

Pile -soil interaction due to static and dynamic loadBERZI, P.International conference on soil mechanics and foundation engineering. 1994, pp 609-612Conference Paper

Deformation analysis of fill-type dams during reservoir fillingKOHGO, Y.International symposium on numerical models in geomechanics. 1992, pp 777-787Conference Paper

Design of the multistoreyed building on seismic effect with the account of elasto-plastic deformationUKLEBA, D.Regional european seminar on earthquake engineering. 1992, pp 78-82Conference Paper