Soils and Foundations - v. 32, n. 3 (septembre 1992)

Publié:	septembre 1992

Auteur(s)	Titre	Page(s)
Ugai, Keizo	Active Earth Pressure Experiments of Aluminum Rod Stacks and their FE Analyses Based on Simple Constitutive Equations	197-205
Rahman, M. A. Abdel / Othman, M. A. / Edil, T. B.	Effect of Plate Flexibility on Behavior of Shallow Anchors	137-143
Shibuya, Satoru / Tatsuoka, Fumio / Teachavorasinskun, Supot / Kong, Xian Jing / Abe, Fumihiro / Kim, You-Seong / Park, Choon-Sik	Elastic Deformation Properties of Geomaterials	26-46
Ishihara, Kenji / Haeri, S. Mohsen / Moinfar, Ali A. / Towhata, Ikuo / Tsujino, Shuichi	Geotechnical Aspects of the June 20, 1990 Manjil Earthquake in Iran	61-78
Sekiguchi, Koji / Rowe, R. Kerry / Lo, K. Y. / Ogawa, Toyokazu	Hoop Tension Analysis of a Steel Cell Using Optimization Method for Pseudo-Viscoplastic Parameters	1-14
Talesnick, Mark / Frydman, Sam	Irrecoverable and Overall Strains in Cyclic Shear of Soft Clay	47-60
Grabe, Jürgen / Gudehus, Gerd	The Leaning Tower of Pisa: Geotechnical Theory and Model Tests	130-136
Goto, Shigeru / Suzuki, Yoshio / Nishio, Shin'ya / Oh-oka, Hiroshi	Mechanical Properties of Undisturbed Tone-River Gravel Obtained by In-Situ Freezing Method	15-25
Sasaki, Yasushi / Towhata, Ikuo / Tokida, Ken-Ichi / Yamada, Kazuhiko / Matsumoto, Hideo / Tamari, Yukio / Saya, Shoichi	Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction	79-96
Sekiguchi, Hideo / Ohmaki, Seiki	Overturning of Caissons by Storm Waves	144-155
Matasovic, Neven / Vucetic, Mladen	A Pore Pressure Model for Cyclic Straining of Clay	156-173
Towhata, Ikuo / Sasaki, Yasushi / Tokida, Ken-Ichi / Matsumoto, Hideo / Tamar, Yukio / Yamada, Kazuhiko	Prediction of Permanent Displacement of Liquefied Ground by Means of Minimum Energy Principle	97-116
Asaoka, Akira / Kodaka, Takeshi	Seepage Failure Experiments and their Analyses of Loose and Medium Dense Sands	117-129

Auteur(s)

Titre

Page(s)

Ugai, Keizo

Active Earth Pressure Experiments of Aluminum Rod Stacks and their FE Analyses Based on Simple Constitutive Equations

197-205

Rahman, M. A. Abdel / Othman, M. A. / Edil, T. B.

Effect of Plate Flexibility on Behavior of Shallow Anchors

137-143

Shibuya, Satoru / Tatsuoka, Fumio / Teachavorasinskun, Supot / Kong, Xian Jing / Abe, Fumihiro / Kim, You-Seong / Park, Choon-Sik

Elastic Deformation Properties of Geomaterials

26-46

Ishihara, Kenji / Haeri, S. Mohsen / Moinfar, Ali A. / Towhata, Ikuo / Tsujino, Shuichi

Geotechnical Aspects of the June 20, 1990 Manjil Earthquake in Iran

61-78

Sekiguchi, Koji / Rowe, R. Kerry / Lo, K. Y. / Ogawa, Toyokazu

Hoop Tension Analysis of a Steel Cell Using Optimization Method for Pseudo-Viscoplastic Parameters

1-14

Talesnick, Mark / Frydman, Sam

Irrecoverable and Overall Strains in Cyclic Shear of Soft Clay

47-60

Grabe, Jürgen / Gudehus, Gerd

The Leaning Tower of Pisa: Geotechnical Theory and Model Tests

130-136

Goto, Shigeru / Suzuki, Yoshio / Nishio, Shin'ya / Oh-oka, Hiroshi

Mechanical Properties of Undisturbed Tone-River Gravel Obtained by In-Situ Freezing Method

15-25

Sasaki, Yasushi / Towhata, Ikuo / Tokida, Ken-Ichi / Yamada, Kazuhiko / Matsumoto, Hideo / Tamari, Yukio / Saya, Shoichi

Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction

79-96

Sekiguchi, Hideo / Ohmaki, Seiki

Overturning of Caissons by Storm Waves

144-155

Matasovic, Neven / Vucetic, Mladen

A Pore Pressure Model for Cyclic Straining of Clay

156-173

Towhata, Ikuo / Sasaki, Yasushi / Tokida, Ken-Ichi / Matsumoto, Hideo / Tamar, Yukio / Yamada, Kazuhiko

Prediction of Permanent Displacement of Liquefied Ground by Means of Minimum Energy Principle

97-116

Asaoka, Akira / Kodaka, Takeshi

Seepage Failure Experiments and their Analyses of Loose and Medium Dense Sands

117-129

Publicité

Soils and Foundations - v. 32, n. 3 (septembre 1992)

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Soils and Foundations - v. 32, n. 3 (septembre 1992)

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.

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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.