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
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Featured Posts
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.
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Aug 30, 2021
P-y curves of weak carbonate rock - Abbs (1983)
P-y curve model for weak carbonate rock proposed by Abbs (1983)
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Aug 24, 2021
P-y curve model of liquefied sand - Rollins et al. (2005)
PileLAT program adopts the p-y curve model of liquefied sand recommended in Rollins (2005) based on the full-scale lateral load tests.
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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...
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Mar 9, 2017
Salt Lake City Single Pile Lateral Load Test - Case Study with Using PileLAT Program
This blog presents a case study with using PileLAT program for a pile lateral load test carried out in Salt Lake City in 2003. Figure 1...
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Feb 2, 2017
API p-y curve models for laterally loaded piles
A wide range of p-y curves are available in PileLAT and PileGroup programs for modelling behaviour of soils and rocks under lateral loading.
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Single Piles and Pile Groups under General Loading
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