Risk Analysis for Ground Failure by Liquefaction
- 1 July 1978
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Geotechnical Engineering Division
- Vol. 104 (7) , 921-938
- https://doi.org/10.1061/ajgeb6.0000672
Abstract
Among the causes of earthquake-induced ground failure is liquefaction of saturated cohesionless materials. Many failures of bridge piers, embankments, quaywalls, buildings, and slopes during past earthquakes have been attributed to liquefaction of foundation soils (9, 15, 17).Keywords
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