Methodology for Axial Capacity Calculation in PileAXL Program
Axial capacity of piles (Q) in the PileAXL program consists of shaft resistance (Qs) along the pile shaft and end bearing resistance (Qb)...
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Featured Posts
- May 1
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
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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- 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
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- Feb 6
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 27
API T-Z Curves for Settlement of Axially Loaded Piles
APT T-Z Curves for clay and sand are included in the PileAXL program for pile settlement analysis.
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- Jan 23
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 15, 2022
PileGroup Version 2.4 Release
We are pleased to announce that PileGroup Version 2.4 is released in July 2022 with the following improvements and updates compared to...
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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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- Jun 19, 2022
ALLPlate2D - A post-processing tool to extract results from Plaxis analysis
ALLPlate2D is a post-processing tool that automatically extracts results from a Plaxis 2D analysis, generating professional charts and...
286 views
- 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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- 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.
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Single Piles and Pile Groups under General Loading
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