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Original Articles

A comparative slope stability analysis of sheet pile supported I-wall in New Orleans, Louisiana with sheet pile penetrating into sand layer

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Pages 202-208 | Received 02 Mar 2012, Accepted 30 Aug 2012, Published online: 15 Oct 2012

References

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  • Chatterjee , J. and Amini , F. 2011 . A comparative assessment of slope stability of New Orleans I-wall with gap between the wall and layered cohesive backfill . Geomechanics and Geoengineering, An International Journal , 6 ( 3 ) : 217 – 225 .
  • Chatterjee , J. , Amini , F. and Cooley , L.A. 2009 . A comparative slope stability analyses of New Orleans I-wall subjected to hurricane loading . International Journal of Geotechnical Engineering , 3 ( 3 ) : 459 – 467 .
  • Interagency Performance Evaluation Task Force (IPET), 2007. Performance evaluation of the New Orleans and southwest Louisiana hurricane protection system. Final Rep. Available from. https://ipet.wes.army.mil/ (http://https://ipet.wes.army.mil/)
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  • Ubilla , J. , Abdoun , T. , Sasanakul , I. , Sharp , M. , Steedman , S. , Vanadit-Ellis , W. and Zimmie , T. 2008 . New Orleans levee system performance during hurricane Katrina: London Avenue and Orleans Canal South . Journal of Geotechnical and Geoenvironmental Engineering , 134 ( 5 ) : 668 – 680 .

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