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...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2022-11-01
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| Series: | Journal of Marine Science and Engineering |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2077-1312/10/11/1684 |