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  5. The Development and Testing of an Instrumented Open-Ended Model Pile
 
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The Development and Testing of an Instrumented Open-Ended Model Pile

Author(s)
Igoe, David  
Doherty, Paul  
Gavin, Kenneth  
Uri
http://hdl.handle.net/10197/4138
Date Issued
2010-01
Date Available
2013-02-26T14:39:45Z
Abstract
This paper describes the development of a model instrumented open-ended (pipe) pile. The importance of model geometry and separating the shaft, annular and plug load, and horizontal effective stresses is discussed. A detailed description of the construction of the twin-walled open-ended pile is presented. Particular attention was given to protecting the fragile instrumentation from the rigours of installation and the effects of water ingress. Calibration procedures, which were used to verify the instrument reliability, are also discussed. The final section describes field tests conducted in both loose sand and medium-dense sand deposits, which are used to validate the instrument performance.
Type of Material
Journal Article
Publisher
ASTM International
Journal
Geotechnical Testing Journal
Volume
33
Issue
1
Start Page
102708
End Page
102708
Copyright (Published Version)
2009, ASTM International
Subjects

Open-ended piles

Pile instrumentation

Load test

Radial stress

DOI
10.1520/GTJ102708
Language
English
Status of Item
Peer reviewed
ISSN
01496115
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-sa/1.0/
File(s)
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GTJ102708.pdf

Size

1007.45 KB

Format

Adobe PDF

Checksum (MD5)

7b9ee14f8f15a5dce03874f29dc128d6

Owning collection
Civil Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
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