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

Matlock (1970) proposed p-y curve model for soft clay under both static and cyclic loading conditions. The following figures show the...

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

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