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.
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Featured Posts
Mar 7, 2022
P-y curve model of weak rock - Reese (1997)
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.
3,042 views
Feb 27, 2022
PileGroup Version 2.3.1 Release
We are pleased to announce that PileGroup Version 2.3.1 is released in February 2022 with various improvements.
340 views
Feb 9, 2022
PileLAT Version 2.3.2 Release
We are pleased to announce that PileLAT Version 2.3.2 is released with the following improvements and updates: Version 2.3.2 - February...
333 views
Oct 5, 2021
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
890 views
Sep 23, 2021
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...
2,904 views
Sep 17, 2021
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.
290 views
Sep 8, 2021
PileGroup Version 2.3 Release
We are pleased to announce that PileGroup Version 2.3 is released in September 2021 with the following improvements and updates compared to
287 views
Aug 16, 2021
Start a new analysis for laterally loaded single pile using the PileLAT program
This blog explains how to start a new analysis for laterally loaded single piles using the PileLAT program. Step by step, it demonstrates...
246 views
Nov 1, 2018
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
245 views
Single Piles and Pile Groups under General Loading
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