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Index « ISSN » - entrée « Int. J. Numer. Anal. Meth. Geomech. »
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Int. J. Intell. Syst. < Int. J. Numer. Anal. Meth. Geomech. < Int. J. Numer. Meth. Engng.  Facettes :

List of bibliographic references indexed by Int. J. Numer. Anal. Meth. Geomech.

Number of relevant bibliographic references: 38.
[0-20] [0 - 20][0 - 38][20-37][20-40]
Ident.Authors (with country if any)Title
000457 (2011) Rafał F. Obrzud [Suisse] ; Andrzej Truty [Pologne] ; Laurent Vulliet [Suisse]Numerical modeling and neural networks to identify model parameters from piezocone tests: I. FEM analysis of penetration in two‐phase continuum
000474 (2011) Diego Manzanal [Espagne] ; Manuel Pastor [Espagne] ; José Antonio Fernández Merodo [Espagne]Generalized plasticity state parameter‐based model for saturated and unsaturated soils. Part II: Unsaturated soil modeling
000477 (2011) Mahdia Hattab [France] ; Jean Arie Fleureau [France]Experimental analysis of kaolinite particle orientation during triaxial path
000506 (2011) C. Y. Ou [Taïwan] ; C. C. Liu [Taïwan] ; C. K. Chin [Taïwan]Anisotropic viscoplastic modeling of rate‐dependent behavior of clay
000516 (2011) Matthieu Dumont [France] ; Said Taibi [France] ; Jean Arie Fleureau [France] ; Nabil Abou Ekr [Algérie] ; Abdelghani Saouab [France]A thermo‐hydro‐mechanical model for unsaturated soils based on the effective stress concept
000745 (2010) F. Nagel [Allemagne] ; G. Meschke [Allemagne]An elasto‐plastic three phase model for partially saturated soil for the finite element simulation of compressed air support in tunnelling
000941 (2009) Zhen U Yin [États-Unis] ; Ching S. Chang [États-Unis]Non‐uniqueness of critical state line in compression and extension conditions
000A21 (2009) Rafał F. Obrzud [Suisse] ; Laurent Vulliet [Suisse] ; Andrzej Truty [Pologne]A combined neural network/gradient‐based approach for the identification of constitutive model parameters using self‐boring pressuremeter tests
000C23 (2008) Zhen U Yin [France] ; Pierre Ves Hicher [France]Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing
000C83 (2008) Bertrand François [Suisse] ; Lyesse Laloui [Suisse]ACMEG‐TS: A constitutive model for unsaturated soils under non‐isothermal conditions
000C87 (2008) David Mašín [République tchèque] ; Nasser Khalili [Australie]A hypoplastic model for mechanical response of unsaturated soils
000D85 (2007) Kallol Sett [États-Unis] ; Boris Jeremi [États-Unis] ; M. Levent Kavvas [États-Unis]The role of nonlinear hardening/softening in probabilistic elasto‐plasticity
000E64 (2007) Takeshi Kodaka [Japon] ; Yosuke Higo [Japon] ; Sayuri Kimoto [Japon] ; Fusao Oka [Japon]Effects of sample shape on the strain localization of water‐saturated clay
001015 (2006) Yannis F. Dafalias [Grèce, États-Unis] ; Majid T. Manzari [États-Unis] ; Achilleas G. Papadimitriou [Grèce, États-Unis]SANICLAY: simple anisotropic clay plasticity model
001114 (2006) Marcelo F. Silva [Royaume-Uni] ; David J. White [Royaume-Uni] ; Malcolm D. Bolton [Royaume-Uni]An analytical study of the effect of penetration rate on piezocone tests in clay
001233 (2005) Gabriella Bolzon [Italie] ; Bernhard A. Schrefler [Italie]Thermal effects in partially saturated soils: a constitutive model
001300 (2005) Jidong Zhao [Australie] ; Daichao Sheng [Australie] ; M. Rouainia [Royaume-Uni] ; Scott W. Sloan [Australie]Explicit stress integration of complex soil models
001340 (2005) H. S. Yu [Royaume-Uni] ; M. T. Charles [Royaume-Uni] ; C. D. Khong [Royaume-Uni]Analysis of pressuremeter geometry effects in clay using critical state models
001507 (2004) R. Sch Fer [Allemagne] ; Th. Triantafyllidis [Allemagne]Modelling of earth and water pressure development during diaphragm wall construction in soft clay
001587 (2004) Fusao Oka [Japon] ; Takeshi Kodaka [Japon] ; Yong Eong Kim [Corée du Sud]A cyclic viscoelastic–viscoplastic constitutive model for clay and liquefaction analysis of multi‐layered ground
001604 (2004) Thomas Kasper [Allemagne] ; Günther Meschke [Allemagne]A 3D finite element simulation model for TBM tunnelling in soft ground

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