Magoon, OTTreadwell, DDEdge, BLLynett, PJPhelp, David2017-11-222017-11-222007-07Magoon, O.T. et al. 2007. Long term performance of the reef runway at Honolulu International Airport. Proceedings of the 5th Coastal Structures International Conference (CSt07), Venice, Italy, 2-4 July 2007, pp. 175-186978-981-4467-07-0978-981-4280-99-0978-981-4282-02-4https://doi.org/10.1142/9789814282024_0016http://www.worldscientific.com/doi/abs/10.1142/9789814282024_0016http://hdl.handle.net/10204/9812Due to copyright restrictions, the attached PDF file only contains the abstract of the full text item. For access to the full text item, please consult the publisher's website.Completed in 1977, the Reef Runway embankment at Honolulu International Airport was created by placing and compacting millions of cubic meters of dredged coral fill material over an existing coral reef. The wave protection structure on the deeper portion of the ocean side of the embankment included the placement of more than 18,000 6-ton and 4-ton unreinforced concrete dolos armor units. The wave protection structure has been in place for more than 30 years and, although to date it has fulfilled its essential performance objectives, has experienced ongoing maintenance, repair, and replacement challenges associated with the dolos armor units. This paper builds upon surveys, maintenance, and repairs conducted by and for the Hawaii Airport Authority.enWave protectionDolos armor unitsRepairsMaintenanceConference PresentationMagoon, O., Treadwell, D., Edge, B., Lynett, P., & Phelp, D. (2007). Long term performance of the reef runway at Honolulu International Airport. World Scientific Publications. http://hdl.handle.net/10204/9812Magoon, OT, DD Treadwell, BL Edge, PJ Lynett, and David Phelp. "Long term performance of the reef runway at Honolulu International Airport." (2007): http://hdl.handle.net/10204/9812Magoon O, Treadwell D, Edge B, Lynett P, Phelp D, Long term performance of the reef runway at Honolulu International Airport; World Scientific Publications; 2007. http://hdl.handle.net/10204/9812 .TY - Conference Presentation AU - Magoon, OT AU - Treadwell, DD AU - Edge, BL AU - Lynett, PJ AU - Phelp, David AB - Completed in 1977, the Reef Runway embankment at Honolulu International Airport was created by placing and compacting millions of cubic meters of dredged coral fill material over an existing coral reef. The wave protection structure on the deeper portion of the ocean side of the embankment included the placement of more than 18,000 6-ton and 4-ton unreinforced concrete dolos armor units. The wave protection structure has been in place for more than 30 years and, although to date it has fulfilled its essential performance objectives, has experienced ongoing maintenance, repair, and replacement challenges associated with the dolos armor units. This paper builds upon surveys, maintenance, and repairs conducted by and for the Hawaii Airport Authority. DA - 2007-07 DB - ResearchSpace DP - CSIR KW - Wave protection KW - Dolos armor units KW - Repairs KW - Maintenance LK - https://researchspace.csir.co.za PY - 2007 SM - 978-981-4467-07-0 SM - 978-981-4280-99-0 SM - 978-981-4282-02-4 T1 - Long term performance of the reef runway at Honolulu International Airport TI - Long term performance of the reef runway at Honolulu International Airport UR - http://hdl.handle.net/10204/9812 ER -