Soils and Foundations - v. 51, n. 1 (février 2011)

Publié:	février 2011

Auteur(s)	Titre	Page(s)
Kitiyodom, Pastsakorn / Matsumoto, Tatsunori / Sonoda, Ryuuichi	Approximate Numerical Analysis of a Large Piled Raft Foundation	1-10
Fukue, Masaharu / Ono, Shin-Ichi / Sato, Yoshio	Cementation of Sands Due to Microbiologically-Induced Carbonate Precipitation	83-93
Kikuchi, Yoshiaki / Nagatome, Takeshi / Mizutani, Taka-aki / Yoshino, Hiroyuki	The Effect of Air Foam Inclusion on the Permeability and Absorption Properties of Light Weight Soil	151-165
Hayashi, Hirochika / Nishimoto, Satoshi / Takahashi, Morito	Field Performance of PVD Combined with Reinforced Embankment on Peaty Ground	191-201
Maqbool, Sajjad / Kuwano, Reiko / Koseki, Junichi	Improvement and Application of a P-Wave Measurement System for Laboratory Specimens of Sand and Gravel	41-52
Yoshimoto, Norimasa / Orense, Rolando P. / Tanabe, Fumiaki / Kikkawa, Naotaka / Hyodo, Masayuki / Nakata, Yukio	Measurement of Degree of Saturation on Model Ground by Digital Image Processing	167-177
Deepagoda T. K. K., Chamindu / Kawamoto, Ken / Saito, Hirotaka / de Jonge, Lis Wollesen / Moldrup, Per / Komatsu, Toshiko	Mobilization and Leaching of Natural and Water Dispersible Colloids in Aggregated Volcanic Ash Soil Columns	123-132
Hori, Toshikazu / Mohri, Yoshiyuki / Kohgo, Yuji / Matsushima, Kenichi	Model Test and Consolidation Analysis of Failure of a Loose Sandy Embankment Dam During Seepage	53-66
Zhang, Feng / Ikariya, Tomoyuki	A New Model for Unsaturated Soil Using Skeleton Stress and Degree of Saturation as State Variables	67-81
Altuhafi, Fatin / Baudet, Béatrice A. / Sammonds, Peter	On the Particle Size Distribution of a Basaltic Till	113-121
Tashiro, Mutsumi / Noda, Toshihiro / Inagaki, Motohiro / Nakano, Masaki / Asaoka, Akira	Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading	133-149
Kongkitkul, Warat / Kawabe, Shohei / Tatsuoka, Fumio / Hirakawa, Daiki	A Simple Pneumatic Loading System Controlling Stress and Strain Rates for One-Dimensional Compression of Clay	11-30
Kim, Chang-Youb / Jung, Young-Hoon / Chung, Choong-Ki	A Stress Path Method for Settlement Computation of Normally Consolidated Clays	31-40
Higo, Yosuke / Oka, Fusao / Kimoto, Sayuri / Sanagawa, Taisuke / Matsushima, Yoshiki	Study of Strain Localization and Microstructural Changes in Partially Saturated Sand During Triaxial Tests Using Microfocus X-Ray CT	95-111
Ohkawa, Hiroshi / Kuwano, Jiro / Nakada, Takafumi / Tachibana, Shinya	Yielding Characteristic and Non-Coaxiality of Toyoura Sand on p′-Constant Shear Stress Plane	179-190

Auteur(s)

Titre

Page(s)

Kitiyodom, Pastsakorn / Matsumoto, Tatsunori / Sonoda, Ryuuichi

Approximate Numerical Analysis of a Large Piled Raft Foundation

1-10

Fukue, Masaharu / Ono, Shin-Ichi / Sato, Yoshio

Cementation of Sands Due to Microbiologically-Induced Carbonate Precipitation

83-93

Kikuchi, Yoshiaki / Nagatome, Takeshi / Mizutani, Taka-aki / Yoshino, Hiroyuki

The Effect of Air Foam Inclusion on the Permeability and Absorption Properties of Light Weight Soil

151-165

Hayashi, Hirochika / Nishimoto, Satoshi / Takahashi, Morito

Field Performance of PVD Combined with Reinforced Embankment on Peaty Ground

191-201

Maqbool, Sajjad / Kuwano, Reiko / Koseki, Junichi

Improvement and Application of a P-Wave Measurement System for Laboratory Specimens of Sand and Gravel

41-52

Yoshimoto, Norimasa / Orense, Rolando P. / Tanabe, Fumiaki / Kikkawa, Naotaka / Hyodo, Masayuki / Nakata, Yukio

Measurement of Degree of Saturation on Model Ground by Digital Image Processing

167-177

Deepagoda T. K. K., Chamindu / Kawamoto, Ken / Saito, Hirotaka / de Jonge, Lis Wollesen / Moldrup, Per / Komatsu, Toshiko

Mobilization and Leaching of Natural and Water Dispersible Colloids in Aggregated Volcanic Ash Soil Columns

123-132

Hori, Toshikazu / Mohri, Yoshiyuki / Kohgo, Yuji / Matsushima, Kenichi

Model Test and Consolidation Analysis of Failure of a Loose Sandy Embankment Dam During Seepage

53-66

Zhang, Feng / Ikariya, Tomoyuki

A New Model for Unsaturated Soil Using Skeleton Stress and Degree of Saturation as State Variables

67-81

Altuhafi, Fatin / Baudet, Béatrice A. / Sammonds, Peter

On the Particle Size Distribution of a Basaltic Till

113-121

Tashiro, Mutsumi / Noda, Toshihiro / Inagaki, Motohiro / Nakano, Masaki / Asaoka, Akira

Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading

133-149

Kongkitkul, Warat / Kawabe, Shohei / Tatsuoka, Fumio / Hirakawa, Daiki

A Simple Pneumatic Loading System Controlling Stress and Strain Rates for One-Dimensional Compression of Clay

11-30

Kim, Chang-Youb / Jung, Young-Hoon / Chung, Choong-Ki

A Stress Path Method for Settlement Computation of Normally Consolidated Clays

31-40

Higo, Yosuke / Oka, Fusao / Kimoto, Sayuri / Sanagawa, Taisuke / Matsushima, Yoshiki

Study of Strain Localization and Microstructural Changes in Partially Saturated Sand During Triaxial Tests Using Microfocus X-Ray CT

95-111

Ohkawa, Hiroshi / Kuwano, Jiro / Nakada, Takafumi / Tachibana, Shinya

Yielding Characteristic and Non-Coaxiality of Toyoura Sand on p′-Constant Shear Stress Plane

179-190

Publicité

Soils and Foundations - v. 51, n. 1 (février 2011)

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Soils and Foundations - v. 51, n. 1 (février 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.