Chapter
Apr 26, 2012
Defect and Length Predictions by NDT Methods for Nine Bored Piles
Authors: Jean-Louis Briaud, Marc Ballouz, and George NasrAuthor Affiliations
Publication: Deep Foundations 2002: An International Perspective on Theory, Design, Construction, and Performance
Abstract
Nine bored piles were built at the National Geotechnical Experimentation Sites at Texas A&M University: five at the sand site and four at the clay site. The piles had a nominal diameter of 0.915 m and varied in length from 10.7 m to 24.1 m. Various defects were intentionally placed in the piles including necking, bulging, soft bottom, tremie displacement, mud cake, and inclusion. Five companies were invited to make class A predictions of the length of the piles and of the defects size and location. They used small strain dynamic methods including sonic echo, impulse response, impedance logging, and sonic logging. The results are an indication of how reliable these methods are for predicting length and defects.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Bored piles
- Clays
- Colleges and universities
- Defects and imperfections
- Education
- Engineering fundamentals
- Field tests
- Foundations
- Geomechanics
- Geotechnical engineering
- Materials characterization
- Materials engineering
- Nondestructive tests
- Pile foundations
- Piles
- Practice and Profession
- Sandy soils
- Soil mechanics
- Soils (by type)
- Tests (by type)
Authors
Affiliations
Jean-Louis Briaud
Spencer J. Buchanan Professor, Department of Civil Engineering, Texas A&M University, College Station, TX, 77843-3136
Marc Ballouz
Director, Institute for Geotechnics & Materials, P.O. Box 166-864, Achrafieh, Beirut, Lebanon
George Nasr
Engineer, 633 Bay #202, Toronto, Ontario M5G2G4 Canada
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.