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

The implementation of p-y curve for Reese Sand in PileLAT is based on Reese et al. (1974) for both static and cyclic loading conditions.

We are pleased to announce that PileGroup Version 2.3 is released in September 2021 with the following improvements and updates compared to

The lateral load behaviour of a 16-piles group was studied by Ruesta and Townsend (1997) in Stuart, Florida. The pile group was composed of

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