TECHNICAL PAPERS
Nov 1, 2000

Earthquake Damage and Repair of Oakland Airport Runway

Publication: Journal of Performance of Constructed Facilities
Volume 14, Issue 4

Abstract

On October 17, 1989, the Loma Prieta earthquake took place near Santa Cruz, Calif. Damage occurred as far as 100 km from the earthquake's epicenter. Of particular concern was damage to transportation systems and widespread disruption of utilities and lifeline facilities. Damage to airports in the vicinity of a major natural disaster, such as the Loma Prieta earthquake, is critical because airports are a major link in our national transportation system that can deliver emergency supplies and help. An investigation into a case history such as the damage that occurred at the Metropolitan Oakland International Airport provides valuable experience. The damage that occurred to the runway pavement was a result of liquefaction occurring in an underlying zone of dredged sand fill. Only the western 900 m of the 3,000-m Runway 11-29 was significantly damaged. This paper discusses the conditions that led to the failure of 900 m of Runway 11-29, describes the damage that occurred, and summarizes the repairs that were made to the runway.

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References

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Bartlett, S. F., and Youd, L. T. ( 1990). “State of the art for assessing earthquake hazards in the United States, Report 27, Evaluation of ground failure displacements associated with soil liquefaction: Compilation of case histories.” Miscellaneous Paper S-73-1, U.S. Army Corps of Engineers' Waterways Experiment Station, Vicksburg, Miss.
2.
Bhandari, R. K. M. ( 1981). “Dynamic consolidation of liquefiable sands.” Proc., Int. Conf. on Recent Adv. in Geotech. Earthquake Engrg. and Soil Dyn., Vol. II, University of Missouri-Rolla, Rolla, Mo.
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Goldman, H. B., ed. ( 1969). “Geological and engineering aspects of San Francisco Bay fill.” California Div. of Mines and Geol. Spec. Rep. 97 Prepared for BCDC, Sacramento, Calif.
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Ledbetter, R. H. ( 1985). “Improvement of liquefiable foundation conditions beneath existing structures.” Tech. Rep. REMR-GT-2, U.S. Army Corps of Engineers' Waterways Experiment Station, Vicksburg, Miss.
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Rogers, J. D. ( 1990). “Site response variances during Loma Prieta earthquake, Oakland International Airport, Port of Oakland, California.” Letter Rep., Rogers/Pacific, San Francisco.
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Seed, R. B. ( 1990). “Preliminary report on the principal geotechnical aspects of the October 17, 1989 Loma Prieta earthquake.” Rep. No. UCB/EERC-90/05, University of California at Berkeley, Berkeley, Calif.
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Vallerga, B. A. ( 1986). “Pavement overlay design study jet Runway 11-29, South Field, Metropolitan Oakland International Airport.” B. A. Vallerga, Inc., Oakland, Calif.
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Vallerga, B. A., and Grogan, W. P. ( 1992). “A case study: Damage to the Metropolitan Oakland International Airport caused by the Loma Prieta earthquake.” Miscellaneous Paper GL-92-17, U.S. Army Corps of Engineers' Waterways Experiment Station, Vicksburg, Miss.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 14Issue 4November 2000
Pages: 135 - 140

History

Received: Nov 17, 1999
Published online: Nov 1, 2000
Published in print: Nov 2000

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Affiliations

Member, ASCE
Honorary Member, ASCE
Res. Civ. Engr., U.S. Army Wtrwy. Experiment Station, Airfields and Pavements Div., 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199.
Prin., Nichols and Vallerga, Inc., Ste. 630, 1970 Broadway, Oakland, CA 94612.

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