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

This blog documents a case study for laterally loaded piles in soils with both cohesion and friction (c-phi soils) using the PileLAT program

We are pleased to announce that PileLAT Version 2.3.1 has been released with the following improvements and updates.

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.

This blog explains how to start a new analysis for laterally loaded single piles using the PileLAT program. Step by step, it demonstrates...

This blog presents a case study with using PileLAT program for a pile lateral load test carried out in Salt Lake City in 2003. Figure 1...

A wide range of p-y curves are available in PileLAT and PileGroup programs for modelling behaviour of soils and rocks under lateral loading.