Stability of I-Walls in New Orleans during Hurricane Katrina-Reference-Cited by-同舟云学术

Stability of I-Walls in New Orleans during Hurricane Katrina

Published:2008-05 Issue:5 Volume:134 Page:681-691
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Duncan J. Michael¹²³⁴,Brandon Thomas L.¹²³⁴,Wright Stephen G.¹²³⁴,Vroman Noah¹²³⁴

Affiliation:

1. University Distinguished Professor, Emeritus, Dept. of Civil and Environmental Engineering, 200 Patton Hall, Virginia Tech, Blacksburg, VA 24061. E-mail: jmd@vt.edu

2. Associate Professor, Dept. of Civil and Environmental Engineering, 200 Patton Hall, Virginia Tech, Blacksburg, VA 24061 (corresponding author). E-mail: tb@vt.edu

3. Brunswick-Abernathy Regents Professor, Civil Engineering Dept., The Univ. of Texas, 1 University Station C1792, Austin, TX 78712-0280. E-mail: swright@mail.utexas.edu

4. Research Engineer, USACE ERDC, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199. E-mail: noah.d.vroman@erdc.usace.army.mil

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A5%28681%29

Reference7 articles.

1. Analysis of the Stability of I-Walls with Gaps between the I-Wall and the Levee Fill

2. Ineragency Performance Evaluation Task Force (IPET). (2007). “Performance evaluation of the New Orleans and southeast Louisiana hurricane protection system.” Final Rep. of the Interagency Performance Evaluation Task Force U.S. Army Corps of Engineers ⟨https://ipet.wes.army.mil⟩.

3. Mayne P. W. (2003). “Class ‘A’ footing response prediction from seismic cone tests.” Proc. 3rd Int. Symp. on the Deformation Characteristics of Geomaterials Vol. 1 Swets & Zeitlinger Lisse 883–888.

4. Rocscience Inc. (2005). Slide v5.0—2D limit equilibrium slope stability analysis Toronto.

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