A new p-y model for soil-pile interaction analyses in cohesionless soils under monotonic loading

• Published in: Soils and foundations Vol. 64; no. 2; p. 101441
• Main Authors: Alver, Ozan, Eseller-Bayat, E. Ece
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.04.2024
• Subjects: Foundations; Numerical modelling; P-y curves; Piles; Soil-pile interaction; Soils; Soils; Piles; Foundations; Soil-pile interaction; Numerical modelling; P-y curves

The most widely used analysis method for the laterally loaded pile problem is the Winkler spring approach. Although researchers have proposed nonlinear formulations for the p-y curves, the contribution of the soil nonlinearity has not been thoroughly studied. The main drawback of the current approac...