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.

In this analysis mode, the approximate closed form solutions for single piles subject to axial loading (Randolph and Wroth 1978a and 1978b)