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Index « Titre (en) » - entrée « clays »
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clay < clays < clean  Facettes :

List of bibliographic references indexed by clays

Number of relevant bibliographic references: 32.
[0-20] [0 - 20][0 - 32][20-31][20-40]
Ident.Authors (with country if any)Title
000185 (2013) P. J. Vardanega [Royaume-Uni] ; M. D. Bolton [Royaume-Uni]Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain
000307 (2012) YANGPING YAO [République populaire de Chine] ; ZHIWEI GAO [République populaire de Chine] ; JIDONG ZHAO [République populaire de Chine] ; ZHENG WAN [République populaire de Chine]Modified UH Model: Constitutive Modeling of Overconsolidated Clays Based on a Parabolic Hvorslev Envelope
000566 (2011) Naeem O. Abdulhadi [Jordanie] ; John T. Germaine [États-Unis] ; Andrew J. Whittle [États-Unis]Experimental Study of Wellbore Instability in Clays
000A94 (2009) V. Sivakumar [Royaume-Uni] ; T. Navaneethan [Royaume-Uni] ; D. Hughes [Royaume-Uni] ; G. Gallagher [Royaume-Uni]An assessment of the earth pressure coefficient in overconsolidated clays
000F39 (2007) Marika Santagata [États-Unis] ; YEOUN IKE KANG [États-Unis]Effects of geologic time on the initial stiffness of clays
001642 (2004) Mamoru Mimura [Japon] ; Woo Young Jang [Japon]Description of time-dependent behavior of quasi-overconsolidated Osaka pleistocene clays using elasto-viscoplastic finite element analyses
001652 (2004) Hiroyuki Tanaka [Japon] ; Min-Soo Kang [Japon] ; Yoichi Watabe [Japon]Ageing effects on consolidation properties: Based on the site investigation of Osaka Pleistocene clays
001768 (2003) Dinesh R. Katti [États-Unis] ; JINGPENG TANG [États-Unis] ; S. Yazdani [États-Unis]Undrained response of clays to varying strain rate
001795 (2003) K. K. Phoon [Singapour] ; H. E. Low [Singapour] ; T. S. Tan [Singapour]Estimation of overconsolidation ratio from piezocone test in Singapore marine clays
001800 (2003) Hiroyuki Tanaka [Japon] ; Masanori Tanaka [Japon] ; Shinya Suzuki [Japon] ; Toshihiko Sakagami [Japon]Development of a new cone penetrometer and its application to great depths of pleistocene clays
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
001973 (2002) Pradeep U. Kurup [États-Unis] ; Nitin K. Dudani [États-Unis]Neural networks for profiling stress history of clays from PCPT data
001980 (2002) S. G. Chung [Corée du Sud] ; P. H. Giao [Corée du Sud] ; G. J. Kim [Corée du Sud] ; S. Leroueil [Canada]Geotechnical properties of Pusan clays
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
001E41 (2000) S. Shibuya [Japon] ; T. Mitachi [Japon] ; SENG CHUL HWANGCase studies of in-situ structure of natural sedimentary clays
001F50 (1999) Evghenia Sakellariadi [Italie] ; Giuseppe Scarpelli [Italie]Numerical modelling for clays with internal discontinuity surfaces
001F79 (1999) Juan M. Pestana [États-Unis] ; Andrew J. Whittle [États-Unis]Formulation of a unified constitutive model for clays and 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
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

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