Discussion of “Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils” by T. L. Youd, I. M. Idriss, Ronald D. Andrus, Ignacio Arango, Gonzalo Castro, John T. Christian, Richardo Dobry, W. D. Liam Finn, Leslie F. Harder Jr., Mary Ellen Hynes, Kenji Ishihara, Joseph P. Koester, Sam S. C. Liao, William F. Marcuson III, Geoffrey R. Martin, James K. Mitchell, Yoshiharu Moriwaki, Maurice S. Power, Peter K. Robertson, Raymond B. Seed, and Kenneth H. Stokoe II
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 129, Issue 3
Get full access to this article
View all available purchase options and get full access to this article.
References
Bartlett, S. F., and Youd, T. L.(1995). “Empirical prediction of liquefaction-induced lateral spreading.” J. Geotech. Eng., 121(4), 316–329.
Seed, H. B.(1979). “Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 105(2), 201–255.
Seed, R. B., Cetin, K. O., Moss, R. E. S., Kammerer, A. M., Wu, J., Pestana, J. M., and Riemer, M. F. (2001). “Recent advances in soil liquefaction engineering and seismic site response evaluation.” Proc., 4th Int. Conf. on Recent Advances in Geotech. Earthquake Eng. and Soil Dynamics, San Diego, Paper No. SPL-2.
Silva, W. J., and Costantino, C. (1999). “Assessment of liquefaction potential for the 1995 Kobe Japan earthquake including finite source effects.” Report prepared for the U.S. Army Engineer Waterways Experiment Station.
Information & Authors
Information
Published In
History
Published online: Feb 14, 2003
Published in print: Mar 2003
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.