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Soil-Pile Interaction Modeling in Seismic Events by ramesh6080 is a document available to read on EtoBox.
This paper presents a methodology to model the interface behavior between soil and pile foundations under seismic loading using finite element analysis in MATLAB. The model accounts for soil yielding, loss of contact at the interface during shaking, and rebonding. A parametric study examines the effect of pile length in different soil conditions. The model is verified against solutions in literature for piles in elastic and plastic soils with and without interface elements.
- Author
- ramesh6080
- Language
- EN