Modified p-y Curves Method Based on Degradation Stiffness Model of Sand

Most of the existing p-y curves are based on the model test results of small-diameter pile under cyclic loading of finite times, which makes it difficult to accurately describe the displacement accumulation of large-diameter pile under long-term horizontal cyclic loading and the cyclic weakening cha...

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Autores principales: HU Anfeng, NAN Bowen, CHEN Yuan, FU Peng
Formato: article
Lenguaje:ZH
Publicado: Editorial Office of Journal of Shanghai Jiao Tong University 2020
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Acceso en línea:https://doaj.org/article/2436cc5f31334c32b77d7abb52452114
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