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Essai triaxial And NotMasanori Tanaka

List of bibliographic references

Number of relevant bibliographic references: 14.
Ident.Authors (with country if any)Title
000042 Jinhyun Choo [États-Unis, Corée du Sud] ; Young-Hoon Jung [Corée du Sud] ; Wanjei Cho [Corée du Sud] ; Choong-Ki Chung [Corée du Sud]Effect of Pre-Shear Stress Path on Nonlinear Shear Stiffness Degradation of Cohesive Soils
000069 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
000098 G.-H. Meng [Singapour] ; J. Chu [Singapour]SHEAR STRENGTH PROPERTIES OF A RESIDUAL SOIL IN SINGAPORE
000195 Y.-J. Cui [France] ; T. T. Le [France] ; A. M. Tang [France] ; P. Delage [France] ; X. L. Li [Belgique]Investigating the time-dependent behaviour of Boom clay under thermomechanical loading
000246 A. R. Estabragh [Iran] ; A. A. Javadi [Royaume-Uni]Critical state for overconsolidated unsaturated silty soil
000281 Marika Santagata [États-Unis] ; YEOUN IKE KANG [États-Unis]Effects of geologic time on the initial stiffness of clays
000532 Dinesh R. Katti [États-Unis] ; JINGPENG TANG [États-Unis] ; S. Yazdani [États-Unis]Undrained response of clays to varying strain rate
000673 Junichi Koseki [Japon] ; Akira Ohta [Japon]Effects of different consolidation conditions on liquefaction resistance and small strain quasi-elastic deformation properties of sands containing fines
000677 Yoichi Watabe [Japon] ; Takashi Tsuchida [Japon]Comparative study on undrained shear strength of Osaka bay Pleistocene clay determined by several kinds of laboratory test
000784 Y.-C. Chen [Taïwan] ; T.-S. Liao [Taïwan]Dynamic properties and state parameter of sand
000793 M. Hyodo [Japon] ; A. F. L. Hyde [Royaume-Uni] ; Y. Yamamoto [Japon] ; T. Fujii [Japon]Cyclic shear strength of undisturbed and remoulded marine clays
000875 N. Tanaka [Japon] ; J. Graham [Canada] ; T. Crilly [Canada]Stress-strain behaviour of reconstituted illitic clay at different temperatures
000934 T. C. Sheehan [États-Unis] ; C. C. Ladd ; J. T. GermaineRate-dependent undrained shear behavior of saturated clay
000972 Etude expérimentale du comportement dilatant des argiles surconsolidées

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