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: | , , , |
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Formato: | article |
Lenguaje: | ZH |
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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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