0363-5023 < 0363-9061 < 0364-5134

Facettes : Author.f AffPays.f AffOrg.f AffRegion.f AffVille.f

List of bibliographic references

Number of relevant bibliographic references: 38.
[0-20] [0 - 20][0 - 38][20-37][20-40]

Ident.	Authors (with country if any)	Title
000005 (2002)	Juan M. Pestana [États-Unis] ; Andrew J. Whittle [États-Unis] ; Antonio Gens [Espagne]	Evaluation of a constitutive model for clays and sands: Part II – clay behaviour
000037 (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
000154 (2011)	Mahdia Hattab [France] ; Jean Arie Fleureau [France]	Experimental analysis of kaolinite particle orientation during triaxial path
000242 (2006)	Yannis F. Dafalias [Grèce, États-Unis] ; Majid T. Manzari [États-Unis] ; Achilleas G. Papadimitriou [Grèce, États-Unis]	SANICLAY: simple anisotropic clay plasticity model
000295 (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
000616 (2007)	Kallol Sett [États-Unis] ; Boris Jeremi [États-Unis] ; M. Levent Kavvas [États-Unis]	The role of nonlinear hardening/softening in probabilistic elasto‐plasticity
000868 (2011)	C. Y. Ou [Taïwan] ; C. C. Liu [Taïwan] ; C. K. Chin [Taïwan]	Anisotropic viscoplastic modeling of rate‐dependent behavior of clay
000927 (2009)	Zhen U Yin [États-Unis] ; Ching S. Chang [États-Unis]	Non‐uniqueness of critical state line in compression and extension conditions
000A83 (1998)	H. S. Yu [Australie]	CASM: a unified state parameter model for clay and sand
000C15 (2004)	R. Sch Fer [Allemagne] ; Th. Triantafyllidis [Allemagne]	Modelling of earth and water pressure development during diaphragm wall construction in soft clay
000D75 (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
000E31 (2005)	Jidong Zhao [Australie] ; Daichao Sheng [Australie] ; M. Rouainia [Royaume-Uni] ; Scott W. Sloan [Australie]	Explicit stress integration of complex soil models
000E51 (1999)	Juan M. Pestana [États-Unis] ; Andrew J. Whittle [États-Unis]	Formulation of a unified constitutive model for clays and sands
001125 (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
001149 (2003)	Youssef M. A. Hashash [États-Unis] ; John I Hiang Yao [États-Unis] ; Donald C. Wotring [États-Unis]	Glyph and hyperstreamline representation of stress and strain tensors and material constitutive response
001170 (1993)	H. N. Seneviratne [Sri Lanka] ; J. P. Carter [Australie] ; D. W. Airey [Australie] ; J. R. Booker [Australie]	A review of models for predicting the thermomechanical behaviour of soft clays
001501 (1986)	P. K. Banerjee [États-Unis] ; N. B. Yousif [États-Unis]	A plasticity model for the mechanical behaviour of anisotropically consolidated clay
001527 (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
001559 (1996)	I. F. Collins [Nouvelle-Zélande] ; H. S. Yu [Australie]	UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS
001592 (2008)	Bertrand François [Suisse] ; Lyesse Laloui [Suisse]	ACMEG‐TS: A constitutive model for unsaturated soils under non‐isothermal conditions
001A95 (1996)	H. S. Thilakasiri [États-Unis] ; M. Gunaratne [États-Unis] ; G. Mullins [États-Unis] ; P. Stinnette [États-Unis] ; B. Jory [États-Unis]	INVESTIGATION OF IMPACT STRESSES INDUCED IN LABORATORY DYNAMIC COMPACTION OF SOFT SOILS

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