Design and Analysis of Laterally Loaded Deep Foundations
This document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine Don’t forget to visit our companion site http://www.vulcanhammer.org Use subject to the terms and conditions of the respective websites. Design, Analysis, and Testing of Laterally Loaded Deep Foundations that Support Transportation Facilities FHWA GEC 009 April 2018 Sponsored by Federal Highway Administration Office of Infrastructure FHWA-HIF-18-031 {cover back blank} Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. FHWA-HIF-18-031 4. Title and Subtitle 5. Report Date Geotechnical Engineering Circular: Design, Analysis, and Testing of April 2018 Laterally Loaded Deep Foundations that Support Transportation Facilities 6. Performing Organization Code 7. Principal Investigator(s): 8. Performing Organization Report James Parkes, P.E., Raymond Castelli, P.E., Brian Zelenko, P.E., Robert O’Connor, P.E., Matteo Montesi, P.E, and Elizabeth Godfrey, P.E. 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) WSP USA, Inc. 1015 Half Street, SE, Suite 650 11. Contract or Grant No. Washington, DC 20003 DTFH6114D00047-5012 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Federal Highway Administration Office of Bridge Technology 1200 New Jersey Avenue, SE 14. Sponsoring Agency Code Washington, DC 20005 15. Supplementary Notes FHWA COR - Silas Nichols FHWA Task Order Manager - Khalid Mohamed 16. Abstract This Geotechnical Engineering Circular (GEC) is intended to provide recommended guidance for the LRFD design, analysis, and testing of laterally loaded deep foundations for transportation facilities. This document applies to deep foundation elements such as driven piles, drilled shafts, micropiles, and continuous flight auger (CFA) piles that are used to resist lateral loads, often in combination with axial loads, for new construction, rehabilitation, or reconstruction of transportation facilities.
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