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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Soils and Foundations - v. 33, n. 1 (März 1993)

Erschienen:	März 1993

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Honjo, Yusuke / Pokharel, Gyaneswor	Application of Infinite Elements to Seepage Analysis in Geotechnical Perspective	23-39
Suzuki, Yoshio / Goto, Shigeru / Hatanaka, Munenori / Tokimatsu, Kohji	Correlation between Strengths and Penetration Resistances for Gravelly Soils	92-101
Anandarajah, A.	Dynamic Analysis of Axially-Loaded Footings in Time Domain	40-54
Matsuo, Minoru / Shogaki, Takaharu	Evaluation of Undrained Strength of Unsaturated Soils by Plate Uplift Test	1-10
Iai, Susumu / Kameoka, Tomohiro	Finite Element Analysis of Earthquake Induced Damage to Anchored Sheet Pile Quay Walls	71-91
Michalowski, Radoslaw L.	Limit Analysis of Weak Layers under Embankments	155-168
Ishihara, Kenji / Acacio, Alex A. / Towhata, Ikuo	Liquefaction-Induced Ground Damage in Dagupan in the July 16, 1990 Luzon Earthquake	133-154
Iai, Susumu	Micromechanical Background to a Strain Space Multiple Mechanism Model for Sand	102-117
Lo, S.-C. R. / Chu, J.	One Test Determination of the Failure Curve of A Granular Soil by Strain Path Testing	176-181
Tanaka, Tadatsugu / Sakai, Toshinori	Progressive Failure and Scale Effect of Trap-Door Problems with Granular Materials	11-22
Georgiadis, Michael	Settlement and Rotation of Footings Embedded in Sand	169-175
Han, Chunhua / Drescher, Andrew	Shear Bands in Biaxial Tests on Dry Coarse Sand	118-132
Kulatilake, Pinnaduwa H. S. W. / Wathugala, Deepa N. / Stephansson, Ove	Stochastic Three Dimensional Joint Size, Intensity and System Modelling and a Validation to an Area in Stripa Mine, Sweden	55-70
Iai, Susumu	Three Dimensional Formulation and Objectivity of A Strain Space Multiple Mechanism Model for Sand	192-199
Miwa, Koichi	Two-Dimensional Orientation of Fine Quartz Grain Subjected to Direct Shear	200-206
Ishibashi, Isao / Zhang, Xinjian	Unified Dynamic Shear Moduli and Damping Ratios of Sand and Clay	182-191

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Veröffentlicht am:
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