Soils and Foundations - v. 51, n. 4 (août 2011)

Publié:	août 2011

Auteur(s)	Titre	Page(s)
Khosravi, Mohammad Hossein / Pipatpongsa, Thirapong / Takahashi, Akihiro / Takemura, Jiro	Arch Action Over an Excavated Pit on a Stable Scarp Investigated by Physical Model Tests	723-735
Hung Truong, Q. / Lee, Jong-Sub / Dong, Yi / Yun, Tae Sup	Capillary Induced Small-Strain Stiffness for Hydrophilic and Hydrophobic Granular Materials: Experimental and Numerical Studies	713-721
Dong, Phan Huy / Hayano, Kimitoshi / Kikuchi, Yoshiaki / Takahashi, Hidenori / Morikawa, Yoshiyuki	Deformation and Crushing of Particles of Cement Treat Granulate Soil	611-624
Blanc, M. / Di Benedetto, H. / Tiouajni, S.	Deformation Characteristics of Dry Hostun Sand with Principal Stress Axes Rotation	749-760
Rabbi, Abu Taher Md Zillur / Kuwano, Jiro / Deng, Jianliang / Boon, Tay Wee	Effect of Curing Stress and Period on the Mechanical Properties of Cement-Mixed Sand	651-661
Choo, Jinhyun / Jung, Young-Hoon / Chung, Choong-Ki	Effect of Directional Stress History on Anisotropy of Initial Stiffness of Cohesive Soils Measured by Bender Element Tests	737-747
Murillo, Carol / Sharifipour, Mohammad / Caicedo, Bernardo / Thorel, Luc / Dano, Christophe	Elastic Parameters of Intermediate Soils Based on Bender-Extender Elements Pulse Tests	637-649
Kasama, Kiyonobu / Jiang, Yujing / Hiro-Oka, Akihiko / Yasufuku, Noriyuki / Sato, Hidefumi	Geo- and Hydro-Mechanical Evaluation of Slope Failure Induced by Torrential Rains in Northern-Kyushu Area, July 2009	575-589
Bandini, V. / Coop, M. R.	The Influence of Particle Breakage on the Location of the Critical State Line of Sands	591-600
Diambra, A. / Ibraim, E. / Russell, A. R. / Muir Wood, D.	Modelling the Undrained Response of Fibre Reinforced Sands	625-636
Kimoto, Sayuri / Oka, Fusao / Fukutani, Junya / Yabuki, Taichi / Nakashima, Kousuke	Monotonic and Cyclic Behavior of Unsaturated Sandy Soil Under Drained and Fully Undrained Conditions	663-681
Lirer, Stefania / Flora, Alessandro / Consoli, Nilo Cesar	On the Strength of Fibre-Reinforced Soils	601-609
Lu, Xilin / Huang, Maosong / Qian, Jiangu	The Onset of Strain Localization in Cross-Anisotropic Soils Under True Triaxial Condition	693-700
Jo, Seon-Ah / Kim, Eun-Kyung / Cho, Gye-Chun / Lee, Seok-Won	Particle Shape and Crushing Effects on Direct Shear Behavior Using DEM	701-712
Sharma, Ravi / Baxter, Christopher / Jander, Michael	Relationship between Shear Wave Velocity and Stresses at Failure for Weakly Cemented Sands During Drained Triaxial Compression	761-771
Meng, G.-H. / Chu, J.	Shear Strength Properties of a Residual Soil in Singapore	565-573
Ferreira, Cristiana / Viana da Fonseca, António / Nash, David F. T.	Shear wave Velocities for Sample Quality Assessment on a Residual Soil	683-692

Auteur(s)

Titre

Page(s)

Khosravi, Mohammad Hossein / Pipatpongsa, Thirapong / Takahashi, Akihiro / Takemura, Jiro

Arch Action Over an Excavated Pit on a Stable Scarp Investigated by Physical Model Tests

723-735

Hung Truong, Q. / Lee, Jong-Sub / Dong, Yi / Yun, Tae Sup

Capillary Induced Small-Strain Stiffness for Hydrophilic and Hydrophobic Granular Materials: Experimental and Numerical Studies

713-721

Dong, Phan Huy / Hayano, Kimitoshi / Kikuchi, Yoshiaki / Takahashi, Hidenori / Morikawa, Yoshiyuki

Deformation and Crushing of Particles of Cement Treat Granulate Soil

611-624

Blanc, M. / Di Benedetto, H. / Tiouajni, S.

Deformation Characteristics of Dry Hostun Sand with Principal Stress Axes Rotation

749-760

Rabbi, Abu Taher Md Zillur / Kuwano, Jiro / Deng, Jianliang / Boon, Tay Wee

Effect of Curing Stress and Period on the Mechanical Properties of Cement-Mixed Sand

651-661

Choo, Jinhyun / Jung, Young-Hoon / Chung, Choong-Ki

Effect of Directional Stress History on Anisotropy of Initial Stiffness of Cohesive Soils Measured by Bender Element Tests

737-747

Murillo, Carol / Sharifipour, Mohammad / Caicedo, Bernardo / Thorel, Luc / Dano, Christophe

Elastic Parameters of Intermediate Soils Based on Bender-Extender Elements Pulse Tests

637-649

Kasama, Kiyonobu / Jiang, Yujing / Hiro-Oka, Akihiko / Yasufuku, Noriyuki / Sato, Hidefumi

Geo- and Hydro-Mechanical Evaluation of Slope Failure Induced by Torrential Rains in Northern-Kyushu Area, July 2009

575-589

Bandini, V. / Coop, M. R.

The Influence of Particle Breakage on the Location of the Critical State Line of Sands

591-600

Diambra, A. / Ibraim, E. / Russell, A. R. / Muir Wood, D.

Modelling the Undrained Response of Fibre Reinforced Sands

625-636

Kimoto, Sayuri / Oka, Fusao / Fukutani, Junya / Yabuki, Taichi / Nakashima, Kousuke

Monotonic and Cyclic Behavior of Unsaturated Sandy Soil Under Drained and Fully Undrained Conditions

663-681

Lirer, Stefania / Flora, Alessandro / Consoli, Nilo Cesar

On the Strength of Fibre-Reinforced Soils

601-609

Lu, Xilin / Huang, Maosong / Qian, Jiangu

The Onset of Strain Localization in Cross-Anisotropic Soils Under True Triaxial Condition

693-700

Jo, Seon-Ah / Kim, Eun-Kyung / Cho, Gye-Chun / Lee, Seok-Won

Particle Shape and Crushing Effects on Direct Shear Behavior Using DEM

701-712

Sharma, Ravi / Baxter, Christopher / Jander, Michael

Relationship between Shear Wave Velocity and Stresses at Failure for Weakly Cemented Sands During Drained Triaxial Compression

761-771

Meng, G.-H. / Chu, J.

Shear Strength Properties of a Residual Soil in Singapore

565-573

Ferreira, Cristiana / Viana da Fonseca, António / Nash, David F. T.

Shear wave Velocities for Sample Quality Assessment on a Residual Soil

683-692

Publicité

Soils and Foundations - v. 51, n. 4 (août 2011)

Articles dans ce numéro

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Soils and Foundations - v. 51, n. 4 (août 2011)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.