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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Featured Posts
- Sep 15
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
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- Jul 28
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...
180 views
- Jul 1
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
201 views
- Mar 25
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
147 views
- 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.
1,412 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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- 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...
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Single Piles and Pile Groups under General Loading
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