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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Soils and Foundations - v. 42, n. 2 (April 2002)

Erschienen:	April 2002

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Burns, Susan E. / Mayne, Paul W.	Analytical Cavity Expansion-Critical State Model for Piezocone Dissipation in Fine-Grained Soils	131-137
Hanna, Adel M. / Nguyen, T. Q.	An Axisymmetric Model for Ultimate Capacity of a Single Pile in Sand	47-58
Liang, Robert Y. / Feng, Y.	Development and Application of Anchor-Soil Interface Models	59-70
Win, Bo Myint / Choa, V. / Wong, K. S. / Teh, C. I.	Investigation on Deformation Behavior of High Moisture Content Soil	35-46
Liang, Robert / Zeng, Sanping	Numerical Study of Soil Arching Mechanism in Drilled Shafts for Slope Stabilization	83-92
Luzzani, L. / Coop, M. R.	On the Relationship between Particle Breakage and the Critical State of Sands	71-82
Fioravante, V.	On the Shaft Friction Modelling of Non-Displacement Piles in Sand	23-33
Zeng, Sanping / Liang, Robert	Stability Analysis of Drilled Shafts Reinforced Slope	93-102
Tatsuoka, Fumio / Ishihara, Masanori / Di Benedetto, Hervé / Kuwano, Reiko	Time-Dependent Shear Deformation Characteristics of Geomaterials and their Simulation	103-129
Di Benedetto, Hervé / Tatsuoka, Fumio / Ishihara, Masanori	Time-Dependent Shear Deformation Characteristics of Sand and their Constitutive Modelling	1-22

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Veröffentlicht am:
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