Discussion of “Response of Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading” by Thomas J. Weaver, Scott A. Ashford, and Kyle M. Rollins
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 9
Get full access to this article
View all available purchase options and get full access to this article.
References
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 the 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, 397–409.
Information & Authors
Information
Published In
Copyright
© 2006 ASCE.
History
Published online: Sep 1, 2006
Published in print: Sep 2006
Permissions
Request permissions for this article.
Notes
Note. Associate Editor:
Authors
Affiliations
Assistant Professor, Dept. of Civil Engineering, West Virginia Institute of Technology. E-mail: [email protected]
Gary Norris, M.ASCE
Professor, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89557.
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 Item saved, go to cart 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.
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.
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 Item saved, go to cart 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.
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.