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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Soils and Foundations - v. 44, n. 2 (April 2004)

Erschienen:	April 2004

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Fukasawa, Takeshi / Mizukami, Junichi / Kusakabe, Osamu	Applicability of CPT for Construction Control of Seawall on Soft Clay Improved by Sand Drain Method	127-138
Orense, Rolando / Farooq, Khalid / Towhata, Ikuo	Deformation Behavior of Sandy Slopes During Rainwater Infiltration	15-30
Santucci de Magistris, Filippo / Tatsuoka, Fumio	Effects of Moulding Water Content on the Stress-Strain Behaviour of a Compacted Silty Sand	85-101
Shahin, Hossain M. / Nakai, Teruo / Hinokio, Masaya / Kurimoto, Tomoki / Sada, Takashi	Influence of Surface Loads and Construction Sequence on Ground Response Due to Tunnelling	71-84
Comodromos, Emilios M.	Response Evaluation of Axially Loaded Fixed Head Pile Groups Using 3D Nonlinear Analysis	31-39
Farooq, Khalid / Orense, Rolando / Towhata, Ikuo	Response of Unsaturated Sandy Soils Under Constant Shear Stress Drained Condition	1-13
Toyota, Hirofumi / Nakamura, Kouichi / Kazama, Motoki	Shear and Liquefaction Characteristics of Sandy Soils in Triaxial Tests	117-126
Nakai, Teruo / Hinokio, Masaya	A Simple Elastoplastic Model for Normally and Over Consolidated Soils with Unified Material Parameters	53-70
Nishimura, Satoshi / Towhata, Ikuo	A Three-Dimensional Stress-Strain Model of Sand Undergoing Cyclic Rotation of Principal Stress Axes	103-116
Shogaki, Takaharu / Nochikawa, Yuichi	Triaxial Strength Properties of Natural Deposits at K0 Consolidation State Using a Precision Triaxial Apparatus with Small Size Specimens	41-52

Über diese
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IssueID
54656
Veröffentlicht am:
01.01.2021
Geändert am:
01.01.2021

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