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

This blog introduces a very useful tool for pile length variation analysis available in our PileLAT program for laterally loaded piles. When

This blog documents a case study for laterally loaded piles in soils with both cohesion and friction (c-phi soils) using the PileLAT program

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

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

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