P-Y Curves for Single Piles in Sand from the Standard Penetration Test (SPT)
It is nowadays recognized the P-Y curves-based methods are the most commonly used methods for the analysis and design of pile foundations under lateral loads. Such methods have the advantage to account for the non-homogeneity of soil properties and the non-linear pile/soil interface behavior as well...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Mouloud Mammeri University of Tizi-Ouzou
2021-06-01
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Series: | Journal of Materials and Engineering Structures |
Subjects: | |
Online Access: | http://revue.ummto.dz/index.php/JMES/article/view/2338 |