Numerical analysis of nonlinear soil–pile group interaction under lateral loads
- 1 May 2007
- journal article
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 27 (5) , 463-474
Abstract
No abstract availableKeywords
This publication has 17 references indexed in Scilit:
- Numerical study of group effects for pile groups in sandsInternational Journal for Numerical and Analytical Methods in Geomechanics, 2003
- Single beam analogy for describing soil–pile group interactionSoil Dynamics and Earthquake Engineering, 2003
- SIMULATION OF NONLINEAR SOIL-STRUCTURE INTERACTION ON A SHAKING TABLEJournal of Earthquake Engineering, 2002
- Seismic Evaluations of Pile Foundations with Three Different Methods Based on Three-Dimensional Elasto-Plastic Finite Element AnalysisSoils and Foundations, 2000
- SIMPLE EXPRESSION OF THE DYNAMIC STIFFNESS OF GROUPED PILES IN SWAY MOTIONJournal of Earthquake Engineering, 2000
- Numerical Analysis of Laterally Loaded 3 × 3 to 7 × 3 Pile Groups in SandsJournal of Geotechnical and Geoenvironmental Engineering, 1999
- Seismic Soil-Pile-Structure Interaction Experiments and AnalysesJournal of Geotechnical and Geoenvironmental Engineering, 1999
- 3-D Elasto-Plastic Finite Element Analyses of Pile Foundations Subjected to Lateral LoadingSoils and Foundations, 1999
- Centrifuge Testing of Large Laterally Loaded Pile Groups in SandsJournal of Geotechnical and Geoenvironmental Engineering, 1998
- Time Domain Flexural Response of Dynamically Loaded Single PilesJournal of Engineering Mechanics, 1988