Development of P-Y curves for single piles based on full-scale lateral load tests and the cone penetration test (CPT) in clayey soils

It is nowadays recognized that the load-transfer P-Y curves methods offer a powerful framework of analysis of the pile response under lateral loading. The aim of this paper is to present a new formulation the P-Y curves to analyze the response of a single pile embedded in clayey soil, on the basis o...

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Bibliographic Details
Main Author: Ali BOUAFIA
Format: Article
Language:English
Published: Mouloud Mammeri University of Tizi-Ouzou 2024-03-01
Series:Journal of Materials and Engineering Structures
Subjects:
Online Access:https://revue.ummto.dz/index.php/JMES/article/view/3487