Essai sol And NotKyoji Sassa
List of bibliographic references
Number of relevant bibliographic references: 30.| Ident. | Authors (with country if any) | Title |
|---|---|---|
| 000028 | P. J. Vardanega [Royaume-Uni] ; M. D. Bolton [Royaume-Uni] | Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain |
| 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 |
| 000049 | 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 |
| 000050 | 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 |
| 000068 | SHUYING WANG [États-Unis] ; Ronaldo Luna [États-Unis] | Monotonic Behavior of Mississippi River Valley Silt in Triaxial Compression |
| 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 |
| 000080 | 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 |
| 000085 | 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 |
| 000098 | G.-H. Meng [Singapour] ; J. Chu [Singapour] | SHEAR STRENGTH PROPERTIES OF A RESIDUAL SOIL IN SINGAPORE |
| 000120 | Naeem O. Abdulhadi [Jordanie] ; John T. Germaine [États-Unis] ; Andrew J. Whittle [États-Unis] | Experimental Study of Wellbore Instability in Clays |
| 000203 | P. Joseph [États-Unis] | Constitutive Model of Soil Based on a Dynamical Systems Approach |
| 000239 | Takayuki Kawaguchi [Japon] ; Hiroyuki Tanaka [Japon] | FORMULATION OF Gmax FROM RECONSTITUTED CLAYEY SOILS AND ITS APPLICATION TO Gmax MEASURED IN THE FIELD |
| 000249 | Adel Hanna [Canada] ; Riad Al-Romhein [Canada] | At-Rest Earth Pressure of Overconsolidated Cohesionless Soil |
| 000251 | 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 |
| 000265 | 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 |
| 000273 | Ozer Cinicioglu [Turquie] ; Dobroslav Znidarcic [États-Unis] ; Hon-Yim Ko [États-Unis] | New structure-based model for estimating undrained shear strength |
| 000281 | Marika Santagata [États-Unis] ; YEOUN IKE KANG [États-Unis] | Effects of geologic time on the initial stiffness of clays |
| 000330 | Hiroyuki Tanaka [Japon] ; Masanori Tanaka [Japon] | Main factors governing residual effective stress for cohesive soils sampled by tube sampling |
| 000355 | 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 |
| 000407 | Marika Santagata [États-Unis] ; John T. Germaine [États-Unis] ; Charles C. Ladd [États-Unis] | Factors affecting the initial stiffness of cohesive soils |
| 000409 | E. E. Alonso [Espagne] ; E. Romero [Espagne] ; C. Hoffinann [Espagne] ; E. Garcia-Escudero [Espagne] | Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting |
| 000421 | Hiroyuki Tanaka [Japon] | Consolidation behavior of natural soils around pc value : Long term consolidation test- |
| 000510 | Hiroyuki Tanaka [Japon] ; Min-Soo Kang [Japon] ; Yoichi Watabe [Japon] | Ageing effects on consolidation properties: Based on the site investigation of Osaka Pleistocene clays |
| 000550 | Yoichi Watabe [Japon] ; Masanori Tanaka [Japon] ; Hiroyuki Tanaka [Japon] ; Takashi Tsuchida [Japon] | K0-consolidation in a triaxial cell and evaluation of in-situ K0 for marine clays with various characteristics |
| 000564 | 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 |
| 000572 | Hiroyuki Tanaka ; Dinesh Raj Shiwakoti ; Masanori Tanaka | Applicability of SHANSEP method to six different natural clays, using triaxial and direct shear tests |
| 000633 | Susan E. Burns [États-Unis] ; Paul W. Mayne [États-Unis] | Analytical cavity expansion-critical state model for piezocone dissipation in fine-grained soils |
| 000738 | S. Shibuya [Japon] ; T. Mitachi [Japon] ; SENG CHUL HWANG | Case studies of in-situ structure of natural sedimentary clays |
| 000845 | M. Vucetic [États-Unis] ; G. Lanzo [Italie] ; M. Doroudian [États-Unis] | Damping at small strains in cyclic simple shear test |
| 000875 | N. Tanaka [Japon] ; J. Graham [Canada] ; T. Crilly [Canada] | Stress-strain behaviour of reconstituted illitic clay at different temperatures |
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