Nonlinear Predictive Framework of the Undrained Clay Slope Effect on the Initial Stiffness of <i>p-y</i> Curves of Laterally Loaded Piles by FEM

Nonlinear Predictive Framework of the Undrained Clay Slope Effect on the Initial Stiffness of <i>p-y</i> Curves of Laterally Loaded Piles by FEM

The hyperbolic <i>p-y</i> curve method is commonly used to design laterally loaded piles, in which the initial stiffness is one of the two key parameters that need to be determined. In this paper, the effect of an undrained clay slope on the initial stiffness of <i>p-y</i> cu...

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Bibliographic Details
Main Authors: Li Pang, Chong Jiang, Lujie Chen
Format: Article
Language:English
Published: MDPI AG 2022-11-01
Series:Journal of Marine Science and Engineering
Subjects:
laterally loaded piles
initial stiffness
undrained clay slope
nonlinear formulations
finite-element analysis
Online Access:https://www.mdpi.com/2077-1312/10/11/1684

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