Soils and Foundations - v. 48, n. 2 (avril 2008)

Publié:	avril 2008

Auteur(s)	Titre	Page(s)
Horpibulsuk, Suksun / Kumpala, Apichit / Katkan, Wanchai	A Case History on Underpinning for a Distressed Building on Hard Residual Soil Underneath Non-Uniform Loose Sand	267-285
Acosta-Martinez, Hugo E. / Gourvenec, Susan M. / Randolph, Mark F.	An Experimental Investigation of a Shallow Skirted Foundation Under Compression and Tension	247-254
Lee, Junhwan / Eun, Jongwan / Lee, Kyungsuk / Park, YoungHwan / Kim, Minki	In-Situ Evaluation of Strength and Dilatancy of Sands Based on CPT Results	255-265
Jeng, Ching-Jiang / Li, John C. / Liu, Shing-Kang / Tseng, Chieh-Sheng / Chung, Yuan-Ho	Influence of Fabric Orientation to the Permeability and Dynamic Characteristics of Hydraulic-Filled Sand	221-229
Ogino, Toshihiro / Mitachi, Toshiyuki / Hooi Chan, Kok / Oikawa, Hiroshi / Tsushima, Masaki	A Method for Received Waveform Reconstruction Based on Bender Element Test Using Frequency-swept Signal	287-295
Kongkitkul, Warat / Tatsuoka, Fumio / Duttine, Antoine / Kawabe, Shohei / Enomoto, Tadao / Di Benedetto, Hervé	Modelling and Simulation of Rate-Dependent Stress-Strain Behaviour of Granular Materials in Shear	175-194
Tatsuoka, Fumio / Di Benedetto, Hervé / Kongkitkul, Warat / Kongsukprasert, Lalana / Nishi, Takahiko / Sano, Yusuke	Modelling of Ageing Effects on the Elasto-Viscoplastic Behaviour of Geomaterial	155-174
Bai, J. / Chan, D. / Morgenstern, N.	Numerical Analysis of Time-Dependent Behaviour for the Leaning Tower of Pisa	207-220
Uncuoğlu, Erdal / Laman, Mustafa / Saglamer, Ahmet / Kara, Hbekir	Prediction of Lateral Effective Stresses in Sand using Artificial Neural Network	141-153
Bai, J. / Morgenstern, N. / Chan, D.	Three-Dimensional Creep Analyses of the Leaning Tower of Pisa	195-205
Zhang, Ga / Zhang, Jian-min	Unified Modeling of Monotonic and Cyclic Behavior of Interface Between Structure and Gravelly Soil	231-245

Auteur(s)

Titre

Page(s)

Horpibulsuk, Suksun / Kumpala, Apichit / Katkan, Wanchai

A Case History on Underpinning for a Distressed Building on Hard Residual Soil Underneath Non-Uniform Loose Sand

267-285

Acosta-Martinez, Hugo E. / Gourvenec, Susan M. / Randolph, Mark F.

An Experimental Investigation of a Shallow Skirted Foundation Under Compression and Tension

247-254

Lee, Junhwan / Eun, Jongwan / Lee, Kyungsuk / Park, YoungHwan / Kim, Minki

In-Situ Evaluation of Strength and Dilatancy of Sands Based on CPT Results

255-265

Jeng, Ching-Jiang / Li, John C. / Liu, Shing-Kang / Tseng, Chieh-Sheng / Chung, Yuan-Ho

Influence of Fabric Orientation to the Permeability and Dynamic Characteristics of Hydraulic-Filled Sand

221-229

Ogino, Toshihiro / Mitachi, Toshiyuki / Hooi Chan, Kok / Oikawa, Hiroshi / Tsushima, Masaki

A Method for Received Waveform Reconstruction Based on Bender Element Test Using Frequency-swept Signal

287-295

Kongkitkul, Warat / Tatsuoka, Fumio / Duttine, Antoine / Kawabe, Shohei / Enomoto, Tadao / Di Benedetto, Hervé

Modelling and Simulation of Rate-Dependent Stress-Strain Behaviour of Granular Materials in Shear

175-194

Tatsuoka, Fumio / Di Benedetto, Hervé / Kongkitkul, Warat / Kongsukprasert, Lalana / Nishi, Takahiko / Sano, Yusuke

Modelling of Ageing Effects on the Elasto-Viscoplastic Behaviour of Geomaterial

155-174

Bai, J. / Chan, D. / Morgenstern, N.

Numerical Analysis of Time-Dependent Behaviour for the Leaning Tower of Pisa

207-220

Uncuoğlu, Erdal / Laman, Mustafa / Saglamer, Ahmet / Kara, Hbekir

Prediction of Lateral Effective Stresses in Sand using Artificial Neural Network

141-153

Bai, J. / Morgenstern, N. / Chan, D.

Three-Dimensional Creep Analyses of the Leaning Tower of Pisa

195-205

Zhang, Ga / Zhang, Jian-min

Unified Modeling of Monotonic and Cyclic Behavior of Interface Between Structure and Gravelly Soil

231-245

Publicité

Soils and Foundations - v. 48, n. 2 (avril 2008)

Articles dans ce numéro

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Soils and Foundations - v. 48, n. 2 (avril 2008)

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.