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

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

We are pleased to announce that PileGroup Version 2.3.1 is released in February 2022 with various improvements.

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

It is common to analyze laterally loaded piles by treating the problem as a beam on an elastic foundation. In general, the finite element me