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Consideration of soil discontinuities in the analysis of tapered piles under horizontal loading

✍ Scribed by A. B. Ogranovich


Book ID
112729301
Publisher
Springer
Year
1991
Tongue
English
Weight
234 KB
Volume
28
Category
Article
ISSN
0038-0741

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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