The p-y method as a simplified analysis tool has been widely used to analyze the behavior of laterally loaded piles. This chapter develops a novel cyclic p-y elastoplastic model within the framework of the single-surface bounding surface theory. The model can capture the soil stiffness degradation during cyclic loading by incorporating the cumulative plastic displacement to an interpolation function of the elastoplastic resistance coefficient.
A Cyclic p-y Elastoplastic Model Applied to Lateral Loaded Pile in Soft Clays
Dynamic Analysis of Offshore Wind Turbine Foundations in Soft Clays ; Chapter : 3 ; 59-86
2024-12-24
28 pages
Article/Chapter (Book)
Electronic Resource
English
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