A case study for laterally loaded steel pile driven into interbedded clay and sand layers
This blog presents a case study for the test piles driven into interbedded sand and stiff clay layers based on the testing results
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Featured Posts
- Jul 4, 2022
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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- 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.
1,031 views
- Feb 15, 2022
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
215 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...
277 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
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- 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...
1,374 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.
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- Aug 29, 2021
P-y curves of weak carbonate rock - Abbs (1984)
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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Single Piles and Pile Groups under General Loading
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