DISCUSSIONS AND CLOSURES
May 1, 2006

Closure to “Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential” by K. Onder Cetin, Raymond B. Seed, Armen Der Kiureghian, Kohji Tokimatsu, Leslie F. Harder Jr., Robert E. Kayen, and Robert E. S. Moss

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 5
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Funding for these studies was provided by PG&E, through the PG&E/PEER Center Research Program, under Contract No. Z-19-2-133, and this support is gratefully acknowledged. The writers also wish to thank M. J. Bennett and Drs. J. C. Tinsley, S. Toprak, and T. L. Holzer, all from the U.S. Geological Survey (USGS), for their assistance in collecting and interpreting case histories and for their valuable suggestions. Similarly, the authors are grateful to Dr. T. L. Youd both for his assistance in obtaining and evaluating case history data and for his insight and comments. The writers are also grateful to Dr. Anne Kammerer for useful discussion and checking of the new correlations proposed, as well as assistance in representing these in a tractable form for use by working engineers.

References

Finn, L. W. D., Ledbetter, R. H., and Wu, G. (1994). “Liquefaction in silty soils: Design and analysis.” Ground failures under seismic conditions, Geotechnical Special Publication No. 44, 51–76.
National Center for Earthquake Engineering Research (NCEER). (1997). Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Technical Rep. No NCEER-97-0022, T. L. Youd and I. M. Idriss, eds., NCEER, SUNY, Buffalo.
Polito, C. P., and Martin, J. R., II. (2001). “Effects of nonplastic fines on the liquefaction resistance of sands.” J. Geotech. Geoenviron. Eng., 127(5), 408–415.
Robertson, P. K., and Wride, C. E. (1997). “Cyclic liquefaction and its evaluation based on the SPT and CPT.” Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, Technical Rep. No. NCEER-97-0022, T. L. Youd and I. M. Idriss, eds., National Center for Earthquake Engineering Research, SUNY, Buffalo, 41–87.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. M. (1984). “The influence of SPT procedures in soil liquefaction resistance evaluations.” Earthquake Engineering Research Center Rep. No. UCB/EERC-84/15, Univ. of California at Berkeley, Berkeley, Calif.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chung, R. M. (1985). “The influence of SPT procedures in soil liquefaction resistance evaluations.” J. Geotech. Eng., 111(12), 1425–1445.
Vaid, Y. P. (1994). “Liquefaction of silty soils.” Ground failures under seismic conditions, Geotechnical Special Publication No. 44, ASCE, New York, 1–16.
Youd, T. L., et al. (2001). “Liquefaction resistance of soils: Summary report from the NCEER/NSF workshops on evaluation of liquefaction resistance of soils,” J. Geotech. Geoenviron. Eng. 127(10), 817–833.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132Issue 5May 2006
Pages: 667 - 669

History

Published online: May 1, 2006
Published in print: May 2006

Permissions

Request permissions for this article.

Authors

Affiliations

K. Onder Cetin [email protected]
Associate Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara, Turkey (corresponding author). E-mail: [email protected]
Raymond B. Seed
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.
Armen Der Kiureghian
Taisei Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA.
Kohji Tokimatsu
Professor, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, Tokyo, Japan.
Leslie F. Harder Jr.
Chief, Div. of Engineering, California Dept. of Water Resources, Sacramento, CA.
Robert E. Kayen
Research Civil Engineer, U.S. Geological Survey, Menlo Park, CA.
Robb E. S. Moss
Project Engineer, Fugro West, Inc., Ventura, CA.

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.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share