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.


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    Title :

    A Cyclic p-y Elastoplastic Model Applied to Lateral Loaded Pile in Soft Clays


    Contributors:
    Cheng, Xinglei (author) / Lu, Dechun (author) / Wang, Piguang (author)


    Publication date :

    2024-12-24


    Size :

    28 pages




    Type of media :

    Article/Chapter (Book)


    Type of material :

    Electronic Resource


    Language :

    English





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