PileLAT Version 2.4 Release
Partial factors can be applied to soil strength and external loads in the PileLAT program as per the design requirements in Eurocode.
Elastic analysis mode in the PileGroup program
In this analysis mode, the approximate closed form solutions for single piles subject to axial loading (Randolph and Wroth 1978a and 1978b)
Pile length variation analysis tool in PileLAT
This blog introduces a very useful tool for pile length variation analysis available in our PileLAT program for laterally loaded piles. When
A case study for laterally loaded piles in c-phi soils using the PileLAT program
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 soft clay p-y curve model for laterally loaded piles
Matlock (1970) proposed p-y curve model for soft clay under both static and cyclic loading conditions. The following figures show the...
PileLAT Version 2.3.1 Release
We are pleased to announce that PileLAT Version 2.3.1 has been released with the following improvements and updates.
Advantages of "consistent" approach over lumped methods for laterally loaded piles
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
