Research Article
Jul 1969
Bridge Foundation Behavior In Alaska Earthquake
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 95, Issue 4
Abstract
Extensive damage was sustained by highway bridges with a wide variety of foundation types located within 80 miles of the zone of energy release of the 1964 Alaska earthquake. Data on foundation conditions, bridge and channel configurations, and foundation displacements have been collected and analyzed to asses the effects of foundation-support conditions on bridge performance during the earthquake. Bridges founded wholly on bedrock sustained little or no foundation displacement. The greatest concentrations of severe damage occurred in thick deposits of saturated cohesionless soils; ample evidence of soil liquefaction was found in these materials. Bridge foundations in saturated sands and silts sustained severe displacement even where the average standard penetration resistance of the upper 30 ft of soil was as high as 25 blows per foot. Broad recommendations are offered for precluding bridge damage of this type during major earthquakes.
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Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 95 • Issue 4 • July 1969
Pages: 1007 - 1036
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Jul 1969
Published online: Feb 12, 2021
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Authors
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Grant A. Ross, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Calgary, Canada
H. Bolton Seed, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
Ralph R. Migliaccio
Foundation Geologist, Alaska Dept. of Highways, College, Alaska
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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.