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

Partial factors can be applied to soil strength and external loads in the PileLAT program as per the design requirements in Eurocode.

P-Y curves for weak rock in the PileLAT program are calculated using the method proposed by Reese (1997) and shown in the figure below.

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

We are pleased to announce that PileLAT Version 2.3.2 is released with the following improvements and updates: Version 2.3.2 - February...

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.

We are pleased to announce that PileGroup Version 2.3 is released in September 2021 with the following improvements and updates compared to

This blog explains how to start a new analysis for laterally loaded single piles using the PileLAT program. Step by step, it demonstrates...

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