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Index « PascalFr.i » - entrée « Essai non drainé »
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List of bibliographic references indexed by Essai non drainé

Number of relevant bibliographic references: 20.
Ident.Authors (with country if any)Title
000306 (2012) SHUYING WANG [États-Unis] ; Ronaldo Luna [États-Unis]Monotonic Behavior of Mississippi River Valley Silt in Triaxial Compression
000F31 (2007) Ozer Cinicioglu [Turquie] ; Dobroslav Znidarcic [États-Unis] ; Hon-Yim Ko [États-Unis]New structure-based model for estimating undrained shear strength
001374 (2005) Kyoji Sassa [Japon] ; GONGHUI WANG [Japon] ; Hiroshi Fukuoka [Japon] ; Dmitri A. Vankov [Japon]Shear-displacement-amplitude dependent pore-pressure generation in undrained cyclic loading ring shear tests : An energy approach
001397 (2005) Marika Santagata [États-Unis] ; John T. Germaine [États-Unis] ; Charles C. Ladd [États-Unis]Factors affecting the initial stiffness of cohesive soils
001807 (2003) Hiroyuki Tanaka ; Dinesh Raj Shiwakoti ; Masanori TanakaApplicability of SHANSEP method to six different natural clays, using triaxial and direct shear tests
001907 (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
001C07 (2001) Hiroyuki Tanaka [Japon] ; Dinesh R. Shiwakoti [Japon] ; Osamu Mishima [Japon] ; Yoichi Watabe [Japon] ; Masanori Tanaka [Japon]Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays
001C08 (2001) Yoichi Watabe [Japon] ; Takashi Tsuchida [Japon]Comparative study on undrained shear strength of Osaka bay Pleistocene clay determined by several kinds of laboratory test
002031 (1999) Y. C. Chen [Taïwan] ; T. S. Liao [Taïwan]Studies of the state parameter and liquefaction resistance of sands
002050 (1999) M. Katagiri [Japon] ; H. Itoh [Japon] ; K. Saitoh [Japon]Effects of stress histories and cyclic number on cycle deformation characteristics of clays
002058 (1999) J. Chu [Singapour] ; V. Choa [Singapour] ; B. M. WinDetermination of undrained shear strength of clay by direct simple shear tests
002059 (1999) M. Hyodo [Japon] ; A. F. L. Hyde [Royaume-Uni] ; Y. Yamamoto [Japon] ; T. Fujii [Japon]Cyclic shear strength of undisturbed and remoulded marine clays
002060 (1999) M.-F. Chang [Singapour] ; CEE ING TEH [Singapour] ; LAIFA CAO [Singapour]Critical state strength parameters of saturated clays from the modified Cam clay model
002310 (1998) K. Yagi [Japon] ; S. Miura [Japon]Effect of stress history on cyclic deformation-strength behaviors of volcanic coarse-grained soils
002564 (1997) J.-C. Robinet [France] ; A. Pasquiou [France] ; A. Jullien [France] ; N. Belanteur [France] ; F. Plas [France]Expériences de laboratoire sur le comportement thermo-hydro-mécanique de matériaux argileux remaniés gonflants et non gonflants
002565 (1997) N. Belanteur [France] ; S. Tacherifet [France] ; M. Pakzad [France]Etude des comportements mécanique, thermo-mécanique et hydro-mécanique des argiles gonflantes et non gonflantes fortement compactées
002572 (1997) N. Tanaka [Japon] ; J. Graham [Canada] ; T. Crilly [Canada]Stress-strain behaviour of reconstituted illitic clay at different temperatures
002868 (1996) G. Lefebvre [Canada] ; P. PfendlerStrain rate and preshear effects in cyclic resistance of soft clay
002874 (1996) T. C. Sheehan [États-Unis] ; C. C. Ladd ; J. T. GermaineRate-dependent undrained shear behavior of saturated clay
002C07 (1995) T. B. S. Pradhan [Japon] ; Loan T. K. Dam [Japon] ; G. Imai [Japon]Effect of cyclic loading period on the behavior of clay under undrained torsional simple shear

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