A new electronic database has been developed to house reliable results for more than 318 load tests of large-diameter bored piles in Egypt, including comprehensive records of soil profile, in situ tests and pile characteristics. Using information from the database, the load and resistance factor design reliability-based calibration approach was applied to established pile design methods and another two local methods. Resistance factors were developed using the Monte Carlo simulation, covering several nominal capacity determination criteria from the pile load–displacement response. The analysis was then extended to assess the reliability of the load test results, which represent the key construction control measure for bored piles. This was achieved by connecting the number of load tests conducted per-site basis with an indicative level of soil variation.
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April 2015
Research Article|
April 01 2015
A database to ensure reliability of bored pile design in Egypt Available to Purchase
Sherif S. AbdelSalam, CEng;
Sherif S. AbdelSalam, CEng
Assistant Professor and Programme Director
Civil Engineering Department, Faculty of Engineering, The British University in Egypt, Al-Sherouk City, Egypt
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Falma A. Baligh, CEng;
Falma A. Baligh, CEng
Professor and ISSMGE Vice-President for Africa
Civil Engineering Department, El-Mattaria Faculty of Engineering, Helwan University, Cairo, Egypt
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Hayel M. El-Naggar, BEng
Hayel M. El-Naggar, BEng
Researcher Assistant
Housing and Building National Research Centre, Dokki, Cairo, Egypt
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Publisher: Emerald Publishing
Revision Received:
March 30 2014
Accepted:
September 23 2014
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2015) 168 (2): 131–143.
Article history
Revision Received:
March 30 2014
Accepted:
September 23 2014
Citation
AbdelSalam SS, Baligh FA, El-Naggar HM (2015), "A database to ensure reliability of bored pile design in Egypt". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 168 No. 2 pp. 131–143, doi: https://doi.org/10.1680/geng.14.00051
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