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

P-Y curves for weak rock in the PileLAT program are calculated using the method proposed by Reese (1997) and shown in the figure below.

We are pleased to announce that PileLAT Version 2.3.2 is released with the following improvements and updates: Version 2.3.2 - February...

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)

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

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