Pile Group Analysis, Laterally Loaded Piles, P-Y Curves and Rock Socket.

This blog presents a design example for a 1.2 m diameter reinforced concrete bored pile installed through interbedded clay and sand layers

This blog presents a case study for an example from "ICP Design Methods for Driven Piles in Sands and Clays” by Jardine et al. (2005)

P-y curve model for weak carbonate rock proposed by Abbs (1983)

PileLAT program adopts the p-y curve model of liquefied sand recommended in Rollins (2005) based on the full-scale lateral load tests.