Chapter
Apr 26, 2012
Full-Scale Testing of Piles in Wharf-Foundation-Dike System
Authors: Teerawut Juirnarongrit [email protected], Yohsuke Kawamata, Ph.D. [email protected], Carlos A. Blandon, Ph.D. [email protected], Scott A. Ashford [email protected], Jose I. Restrepo [email protected], Peter Yin, Omar A. Jaradat [email protected], Max Weismair [email protected], and Carlo G. Lai [email protected]Author Affiliations
Publication: Ports 2007: 30 Years of Sharing Ideas: 1977-2007
Abstract
The design of wharf systems in areas of high seismicity is quite challenging. The seismic code for the Port of Los Angeles (POLA) specifies the performance for two levels of earthquake intensity, the Operating Level Earthquake (OLE) and the Contingency Level Earthquake (CLE). According to this design procedure, structural behaviors should be controlled well even in large earthquake events, but available information is quite few and additional experiments are required to obtain better understanding. A current testing program underway at University of California, San Diego (UCSD) for POLA is aimed at validating the performance of pile foundations behavior in light of the new code. This paper presents detailed information of the testing plan, such as test piles, test set up plan, instrumentations, and so forth. The test has not been carried out yet (November 1, 2006), but it will be conducted soon and test results will be published.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Construction engineering
- Construction management
- Earthquake engineering
- Earthquakes
- Engineering fundamentals
- Field tests
- Foundations
- Full-scale tests
- Geohazards
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic structures
- Pile foundations
- Pile tests
- Ports and harbors
- Seismic design
- Seismic tests
- Standards and codes
- Structural behavior
- Structural engineering
- Tests (by type)
- Water and water resources
Authors
Affiliations
Laboratory Supervisor, School of Engineering and Technology, Asian Institute of Technology, P.O. Box 4, Klong Luang, Pathumthani 12120, Thailand,. E-mail: [email protected]
Student, Dept. of Structural Engineering, University of California, San Diego, 9500 Gilman Drive, La Jolla, CA, 92093-0085. E-mail: [email protected]
Student, European School for Advanced Studies in Reduction of Seismic Risk, University of Pavia, Italy. E-mail: [email protected]
Professor, Dept. of Structural Engineering, University of California San Diego, 9500 Gilman Drive, La Jolla, CA, 92093-0085. E-mail: [email protected]
Associate Professor, Dept. of Structural Engineering, University of California San Diego, 9500 Gilman Drive, La Jolla, CA, 92093-0085. E-mail: [email protected]
Peter Yin
Senior Structural Engineer, Engineering Division, The Port of Los Angeles, 425 S. Palos Verdes Street, 3rd Floor San Pedro, CA 90731
Project Manager, W. Koo and Associates, A Division of PBS&J. 625 The City Drive South, Suite 200 Orange, CA 92868-4946. E-mail: [email protected]
Senior Engineer, W. Koo and Associates, A Division of PBS&J. 625 The City Drive South, Suite 200 Orange, CA 92868-4946. E-mail: [email protected]
Associate Researcher, European Centre for Training and Research in Earthauqke Engineering - EUCENTRE, Via Ferrata 1, Pavia, PV, Italy, 27100. E-mail: [email protected]
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