DISCUSSIONS AND CLOSURES
Sep 1, 2006

Closure to “Response of 0.6m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading” by Thomas J. Weaver, S. A. Ashford, and Kyle M. Rollins

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 9
First page of PDF

Get full access to this article

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

References

Ashford, S. A., and Rollins, K. M. (1999). “Full-scale behavior of laterally loaded deep foundations in liquefied sand: Preliminary test results.” Structural Systems Research Project Rep. No. TR-90/03, Dept. of Structural Engineering, Univ. of California, San Diego.
Ashford, S. A., and Rollins, K. M. (2000). “Full-scale behavior of laterally loaded deep foundations in liquefied sand: Test results.” Structural Systems Research Project Rep. No. SSRP-2000/09, Dept. of Structural Engineering, Univ. of California, San Diego.
Ashford, S. A., and Rollins, K. M. (2002). “TILT: Treasure Island liquefaction test final report.” Structural Systems Research Rep. No. SSRP-2001/17, Dept. of Structural Engineering, Univ. of California, San Diego.
Ashour, M., and Norris, G. M. (2003). “Lateral load pile response in liquefiable soil.” J. Geotech. Geoenviron. Eng., 129(5), 404–414.
Ashour, M., Norris, G. M., and Pilling, P. (2002a). “Strain wedge model capability of analyzing behavior of laterally loaded isolated piles, drilled shafts, and pile groups.” J. Bridge Eng., 7(4), 245–254.
Ashour, M., Norris, G., and Singh, J. P. (2002b). “Calibration of the strain wedge model predicted response for piles/shafts in liquefied sand at Treasure Island and Cooper River Bridge.” Proc., 3rd Int. Seismic Conf. and Workshop on Bridges and Highways, Federal Highways Administration, Multidisciplinary Center for Earthquake Engineering Research (MCEER), Buffalo, N.Y., 397–409.
Weaver, T. J. (2001). “Behavior of liquefying sand and CISS piles during full-sclae lateral load tests.” Ph.D. dissertation, Dept. of Structural Engineering, Univ. of California, San Diego.
Weaver, T. J., Ashford, S. A., and Rollins, K. M. (2001). “Development of p-y for a 0.6-m CISS pile in liquefied sand.” Proc., 6th Caltrans Seismic Workshop, California Dept. of Transportation, Sacramento, Calif.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132Issue 9September 2006
Pages: 1239

History

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

Permissions

Request permissions for this article.

Notes

Note. Associate Editor:

Authors

Affiliations

Thomas J. Weaver
Assistant Professor, Dept. of Civil Engineering, Univ. of Idaho, Moscow, ID 83843.
S. A. Ashford
Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.
Kyle M. Rollins
Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., Provo, UT 84604.

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