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, 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
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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...
817 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
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May 1, 2023
Bored pile socketed into interbedded clay and sand layers in Singapore
This blog presents a design example for a 1.2 m diameter reinforced concrete bored pile installed through interbedded clay and sand layers
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Apr 10, 2023
Importing CPT data into the PileAXL program for calculating axial capacity and settlement of piles
In this blog, we explore the capabilities of PileAXL program in analyzing the axial capacity and settlement of piles.
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Feb 6, 2023
EURIPIDES steel pipe test pile driven into fine to medium sands
This blog presents a case study for an example from "ICP Design Methods for Driven Piles in Sands and Clays” by Jardine et al. (2005)
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Jan 23, 2023
PileAXL 2.4 Release - New Features
PileAXL is a program for single piles under axial loading (compression or tension) for both onshore and offshore foundations.
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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 14, 2022
Elastic analysis mode in the PileGroup program
In this analysis mode, the approximate closed form solutions for single piles subject to axial loading (Randolph and Wroth 1978a and 1978b)
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Single Piles and Pile Groups under General Loading
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