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
1090-0241(2006)132:9(1238)/asset/74179a69-2952-4829-b706-7b4b260acc78/assets/(asce)1090-0241(2006)132:9(1238).fp.png)
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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.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132 • Issue 9 • September 2006
Pages: 1238
Copyright
© 2006 ASCE.
History
Published online: Sep 1, 2006
Published in print: Sep 2006
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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.
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