Nonlinear investigation of laterally loaded piles in layered sand with a modified conical strain wedge model

This paper describes a modified conical strain wedge model for the nonlinear analysis of laterally loaded piles in layered sand. The modified conical strain wedge model can not only treat layered sand in the wedge, but also obtain a novel expression of subgrade reaction modulus related to soil strai...

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Bibliographic Details
Published inOcean engineering Vol. 272; p. 113874
Main Authors Zhang, Xun, Hu, Zhiping, Mu, Linlong, Tian, Wei, Zhang, Yaguo, Huang, Pei
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 15.03.2023
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