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.

ALLCPT program provides a pile capacity analysis tool which can be used to calculate pile axial capacity for various pile types based on the

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

Circular pile group layout can be generated easily for wind turbine foundations in the PileGroup program. A pile length and layout wizard...

P-y curve model for weak carbonate rock proposed by Abbs (1983)

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

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

This blog explains how to import the CPT raw data into ALLCPT program as per the following simple steps. Step 1: Select File >> Import...