DISCUSSIONS AND CLOSURES
Nov 13, 2009

Closure to “Overview of New Orleans Levee Failures: Lessons Learned and Their Impact on National Levee Design and Assessment” by G. L. Sills, N. D. Vroman, R. E. Wahl, and N. T. Schwanz

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 12
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References

Bea, R. G. (2006). “Declaration addressing failure of the East side levee and sheet pile supported floodwall adjacent to the Lower 9th Ward during Hurricane Katrina.” United States District Court, Eastern District of Louisiana, Civil Action No. 05–4182 “K” (2), Pertains to MR-GO, Robinson No. 06–2268, New Orleans.
Bea, R. G. (2008a). “Declaration No. II. Engineering forensic studies of performance of the manmade features bordering the Inner Harbor Navigation Canal at the Lower 9th Ward During Hurricane Katrina.” United States District Court, Eastern District of Louisiana, Civil Action No. 05–4182 “K” (2), Pertains to MR-GO, Robinson No. 06–2268, New Orleans.
Bea, R. G. (2008b). “Declaration No. I. Engineering forensic studies of performance of the manmade features bordering the Reach 2 of the Mississippi River-Gulf Outlet (MR-GO) during Hurricane Katrina.” United States District Court, Eastern District of Louisiana, Civil Action No. 05–4182 “K” (2), Pertains to MR-GO, Robinson No. 06–2268, New Orleans.
Briaud, J.-L., Chen, H.-C., Govindasamy, A. V., and Storesund, R. (2008). “Levee erosion by overtopping in New Orleans during the Katrina Hurricane.” J. Geotech. Geoenviron. Eng., 134(5), 618–632.
Interagency Performance Evaluation Taskforce (IPET). (2007). “Performance evaluation of the New Orleans and Southeast Louisiana Hurricane Protection System.” Final Rep., U.S. Army Corps of Engineers, 5.
Seed, R. B., et al. (2008). “New Orleans and Hurricane Katrina. II: The Central Region and the Lower Ninth Ward.” J. Geotech. Geoenviron. Eng., 134(5), 718–739.
Sills, G. L., Vroman, N. D., Wahl, R. E., and Schwanz, N. T. (2008). “An overview of New Orleans levee failures: Lessons learned and their impact on national levee design and assessment.” J. Geotech. Geoenviron. Eng., 134(5), 556–565.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135Issue 12December 2009
Pages: 1994 - 1995

History

Received: Jul 8, 2009
Accepted: Jul 9, 2009
Published online: Nov 13, 2009
Published in print: Dec 2009

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Authors

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G. L. Sills, M.ASCE [email protected]
P.E.
Geotechnical Engineer, Geotechnical and Earthquake Engineering Branch (GEEB), Geosciences and Structures Division (GSD), Geotechnical and Structures Laboratory (GSL), U.S. Army Corps of Engineers (USACE) Engineer Research and Development Center (ERDC), 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199. E-mail: [email protected]
N. D. Vroman [email protected]
P.E.
Geotechnical Engineer, Geotechnical and Earthquake Engineering Branch (GEEB), Geosciences and Structures Division (GSD), Geotechnical and Structures Laboratory (GSL), U.S. Army Corps of Engineers (USACE) Engineer Research and Development Center (ERDC), 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199 (corresponding author). E-mail: [email protected]
R. E. Wahl, M.ASCE [email protected]
P.E.
Geotechnical Engineer, Airfields and Pavements Branch, Engineering Systems and Materials Division, GSL, USACE ERDC, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199. E-mail: [email protected]
N. T. Schwanz [email protected]
P.E.
Geotechnical Regional Specialist, USACE, St. Paul District, Sibley Square at Mears Park, 190 Fifth St. East, Suite 401, St. Paul, MN 55101-1638. E-mail: [email protected]

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