Closure to “Accounting for Soil Aging When Assessing Liquefaction Potential” by Evangelia Leon, Sarah L. Gassman, and Pradeep Talwani
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VIEW THE ORIGINAL ARTICLEAuthors: Evangelia Leon [email protected], Sarah L. Gassman [email protected], and Pradeep Talwani [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 9
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References
Arango, I., Lewis, M. R., and Kramer, C. (2000). “Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures.” Soil Dyn. Earthquake Eng., 20, 17–25.
Kulhawy, F. H., and Mayne, P. W. (1990). “Manual on estimating soil properties for foundation design.” Final Rep. 1493-6, EL-6800, Electric Power Research Institute, Palo Alto, Calif.
Mesri, G., Feng, T. W., and Benak, J. M. (1990). “Post-densification penetration resistance of clean sands.” J. Geotech. Engrg., 116(7), 1095–1115.
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© 2007 ASCE.
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Published online: Sep 1, 2007
Published in print: Sep 2007
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Florence and Hutcheson, Inc., Consulting Engineers, 2700 Middleburg Dr., Suite 150, Columbia, SC 29204. E-mail: [email protected]
Associate Professor, Univ. of South Carolina, Dept. of Civil and Environmental Engineering, 300 Main St., Columbia, SC 29212. E-mail: [email protected]
Professor, Univ. of South Carolina, Dept. of Geological Sciences, Columbia, SC 29212. E-mail: [email protected]
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