Closure to “Assessment of the Liquefaction Susceptibility of Fine-Grained Soils” by Jonathan D. Bray and Rodolfo B. Sancio
This article has been corrected.
VIEW CORRECTIONThis article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 7
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This material is based upon work supported by the National Science Foundation under Grant No. CMMI-0116006. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NSF.
References
Bennett, M. J., et al. (1998). “Subsurface geotechnical investigations near sites of ground deformation caused by the January 17, 1994, Northridge, California, earthquake.” U.S. Geol. Surv. Open-File Rep. 98–373.
Boulanger, R. W., et al. (1998). “Behavior of a fine-grained soil during the Loma Prieta earthquake.” Can. Geotech. J., 35, 146–158.
Bray, J. D., et al. (2004). “Subsurface characterization at ground failure sites in Adapazari, Turkey.” J. Geotech. Geoenviron. Eng., 130(7), 673–685.
Holzer, T. L., et al. (1999). “Liquefaction and soil failure during 1994 Northridge earthquake.” J. Geotech. Geoenviron. Eng., 125(6), 438–452.
Martin, J. R., and Olgun, C. G. (2006) “Unanticipated seismic vulnerability of fine-grained plastic soils.” Proc., 8NCEE, EERI, San Francisco, Paper No. 369.
Robertson, P. K., and Wride, C. E. (1998). “Evaluating cyclic liquefaction potential using the cone penetration test.” Can. Geotech. J., 35(3), 442–459.
Sancio, R. B. (2003). “Ground failure and building performance in Adapazari, Turkey.” Ph.D. thesis, Univ. of California at Berkeley, Berkeley, Calif.
Sancio, R. B., et al. (2002). “Correlation between ground failure and soil conditions in Adapazari, Turkey.” Soil Dyn. & EQ Engrg., 22, 1093–1102.
Seed, H. B., et al. (1985). “Influence of SPT procedures in soil liquefaction resistance evaluation.” J. Geotech. Engrg., 111(12), 1425–1445.
Thevanayagam, S., et al. (2002). “Undrained fragility of clean sands, silty sands, and sandy silts.” J. Geotech. Geoenviron. Eng., 128(10), 849–859.
Xenaki, V. C., and Athanasopoulos, G. A. (2003). “Liquefaction resistance of sand-silt mixtures: An experimental investigation of the effect of fines.” Soil Dyn. & EQ Engrg., 23, 183–194.
Youd, T. L., et al. (2001). “Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils.” J. Geotech. Geoenviron. Eng., 127(10), 817–833.
Information & Authors
Information
Published In
Copyright
© 2008 ASCE.
History
Published online: Jul 1, 2008
Published in print: Jul 2008
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.