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Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction

✍ Scribed by Ashour, Mohamed; Norris, G.


Book ID
121202569
Publisher
American Society of Civil Engineers
Year
2000
Tongue
English
Weight
190 KB
Volume
126
Category
Article
ISSN
1090-0241

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Numerical analysis of nonlinear soil–pil
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A nonlinear p-y element was provided which can simply model the behavior of a pile group foundation subjected to lateral loading. Its elasto-plastic side soil is expressed as a Winkler-type distributed model. Despite the simplification involved in modeling such a complex phenomenon the proposed nonl