Lateral load-deflection behaviour of single piles is often analysed in practice on the basis of
methods of load-transfer P–Y curves. The paper is aimed at presenting the results of the …

The PY curves-based methods are nowadays powerful tools of design of laterally loaded
piles. Semi-empirical methods based on correlation of the PY curves parameters with the in …

A new practical formulation of the load-transfer PY curves to analyze the load–deflection
response of a single pile under lateral loads is proposed in this paper. Parameters of the PY …

This paper aims to present the results of the analysis of full-scale lateral loading tests of a
single pile driven into a bi-layered soil located in Plancoet (France). The pile was subjected …

The proposed paper is aimed at presenting the results of an extensive analysis of sixteen full-
scale horizontal piles loading tests in a diversity of soil conditions (2 sandy sites, 3 clayey …

L'analyse de la réponse d'un pieu isolé à un chargement horizontal est souvent menée en
pratique à la base des méthodes du module de réaction, appelées aussi méthodes des …

L'influence de la proximité du talus sur le comportement de pieu chargé horizontalement a
fait l'objet de plusieurs études dans le but de prévoir ses déplacements horizontaux. Dans …

The pressuremeter test (PMT) is a commonly used in-situ test for pile foundations design.
Thorough analysis of full-scale lateral loading tests of instrumented piles in fine soils led to …

1. Background It is nowadays recognised that the PY curves-based design methods are
powerful approaches for the analysis of the load-deflection response of piles. The main …

Résumé La réponse du pieu à un chargement latéral est un problème assez complexe dû
au caractère tridimensionnel de d'interaction pieu/sol et à la multitude des paramètres clefs …