P-y curves for liquefaction and lateral spreading effects based on NZTA 553
Pseudo-static analysis for pile foundations subject to liquefaction and lateral spreading requires the using of appropriate p-y curve models
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Featured Posts
Sep 21, 2023
Pushover analysis for laterally loaded piles
Pushover analysis, also known as non-linear static analysis or pushover load analysis, is a common structural engineering method used to ass
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Sep 15, 2023
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
389 views
Jul 28, 2023
P-y curve model of massive rock - Liang et al. (2009)
P-Y curve model of massive rock is proposed by Liang et al. (2009). This model calculates the ultimate lateral resistance of rock with...
809 views
Jul 1, 2023
Fleming's method for pile settlement analysis in the PileLAT program
PileLAT predicts the pile settlement under compressive axial loading at the pile head. This unique feature is very useful. It enables the us
1,047 views
Mar 25, 2023
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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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.
3,080 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...
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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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Single Piles and Pile Groups under General Loading
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