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

Number of relevant bibliographic references: 31.
[0-20] [0 - 20][0 - 31][20-30][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
000199 (2013) 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
000206 (2013) Steven R. Saye [États-Unis] ; Alan J. Lutenegger [États-Unis] ; Jorge Santos [États-Unis] ; Bryan P. Kumm [États-Unis]Assessing Overconsolidation Ratios in Soil with Piezocone: Referencing Soil Index Properties
000207 (2013) Toshihiro Noda [Japon] ; BINBIN XU [Japon] ; Akira Asaoka [Japon]Acceleration generation due to strain localization of saturated clay specimen based on dynamic soil-water coupled finite deformation analysis
000306 (2012) SHUYING WANG [États-Unis] ; Ronaldo Luna [États-Unis]Monotonic Behavior of Mississippi River Valley Silt in Triaxial Compression
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
000318 (2012) Shriwantha Buddhi Vithana [Japon] ; Shinya Nakamura [Japon] ; Sho Kimura [Japon] ; Seiichi Gibo [Japon]Effects of overconsolidation ratios on the shear strength of remoulded slip surface soils in ring shear
000323 (2012) Hirochika Hayashi [Japon] ; Nobutaka Yamazoe [Japon] ; Toshiyuki Mitachi [Japon] ; Hiroyuki Tanaka [Japon] ; Satoshi Nishimoto [Japon]Coefficient of earth pressure at rest for normally and overconsolidated peat ground in Hokkaido area
000544 (2011) G.-H. Meng [Singapour] ; J. Chu [Singapour]SHEAR STRENGTH PROPERTIES OF A RESIDUAL SOIL IN SINGAPORE
000566 (2011) Naeem O. Abdulhadi [Jordanie] ; John T. Germaine [États-Unis] ; Andrew J. Whittle [États-Unis]Experimental Study of Wellbore Instability in Clays
000A87 (2009) P. Joseph [États-Unis]Constitutive Model of Soil Based on a Dynamical Systems Approach
000D17 (2008) Takayuki Kawaguchi [Japon] ; Hiroyuki Tanaka [Japon]FORMULATION OF Gmax FROM RECONSTITUTED CLAYEY SOILS AND ITS APPLICATION TO Gmax MEASURED IN THE FIELD
000D27 (2008) Adel Hanna [Canada] ; Riad Al-Romhein [Canada]At-Rest Earth Pressure of Overconsolidated Cohesionless Soil
000D29 (2008) James A. Schneider [Australie] ; Mark F. Randolph [Australie] ; Paul W. Mayne [États-Unis] ; Nicholas R. Ramsey [Australie]Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters
000F23 (2007) Taijun Kim [Corée du Sud] ; Nak-Kyung Kim [Corée du Sud] ; Mehmet T. Tumay [États-Unis, Turquie] ; Woojin Lee [Corée du Sud]Spatial distribution of excess pore-water pressure due to piezocone penetration in overconsolidated clay
000F31 (2007) Ozer Cinicioglu [Turquie] ; Dobroslav Znidarcic [États-Unis] ; Hon-Yim Ko [États-Unis]New structure-based model for estimating undrained shear strength
000F39 (2007) Marika Santagata [États-Unis] ; YEOUN IKE KANG [États-Unis]Effects of geologic time on the initial stiffness of clays
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
001162 (2006) Hiroyuki Tanaka [Japon] ; Masanori Tanaka [Japon]Main factors governing residual effective stress for cohesive soils sampled by tube sampling
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

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