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    Discussion of “<i>Liquefaction Potential of Sands Using the CPT</i>” by Peter K. Robertson and Richard G. Campanella (March, 1985, Vol. 111, No. 3) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): L. F. Harder, Jr.
    Publisher: American Society of Civil Engineers
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    Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 012
    Author(s): H. Bolton Seed; K. Tokimatsu; L. F. Harder; Riley M. Chung
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to clarify the meaning of the values of standard penetration resistance used in correlations of field observations of soil liquefaction with values of
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    New Orleans and Hurricane Katrina. III: The 17th Street Drainage Canal 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): R. B. Seed; R. G. Bea; A. Athanasopoulos-Zekkos; G. P. Boutwell; J. D. Bray; C. Cheung; D. Cobos-Roa; L. F. Harder Jr.; R. E. S. Moss; J. M. Pestana; M. F. Riemer; J. D. Rogers; R. Storesund; X. Vera-Grunauer; J. Wartman
    Publisher: American Society of Civil Engineers
    Abstract: The failure of the levee and floodwall section on the east bank of the 17th Street drainage canal was one of the most catastrophic breaches that occurred during Hurricane Katrina. It produced a breach that rapidly scoured ...
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    New Orleans and Hurricane Katrina. I: Introduction, Overview, and the East Flank 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): R. B. Seed; R. G. Bea; R. I. Abdelmalak; A. Athanasopoulos-Zekkos; G. P. Boutwell; J.-L. Briaud; C. Cheung; D. Cobos-Roa; L. Ehrensing; A. V. Govindasamy; L. F. Harder Jr.; K. S. Inkabi; J. Nicks; J. M. Pestana; J. Porter; K. Rhee; M. F. Riemer; J. D. Rogers; R. Storesund; X. Vera-Grunauer; J. Wartman
    Publisher: American Society of Civil Engineers
    Abstract: The failure of the New Orleans regional flood protection systems, and the resultant catastrophic flooding of much of New Orleans during Hurricane Katrina, represents the most costly failure of an engineered system in U.S. ...
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    New Orleans and Hurricane Katrina. II: The Central Region and the Lower Ninth Ward 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): R. B. Seed; R. G. Bea; A. Athanasopoulos-Zekkos; G. P. Boutwell; J. D. Bray; C. Cheung; D. Cobos-Roa; L. Ehrensing; L. F. Harder Jr.; J. M. Pestana; M. F. Riemer; J. D. Rogers; R. Storesund; X. Vera-Grunauer; J. Wartman
    Publisher: American Society of Civil Engineers
    Abstract: The failure of the New Orleans regional flood protection systems, and the resultant catastrophic flooding of much of New Orleans during Hurricane Katrina, represents the most costly failure of an engineered system in U.S. ...
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    New Orleans and Hurricane Katrina. IV: Orleans East Bank (Metro) Protected Basin 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): R. B. Seed; R. G. Bea; A. Athanasopoulos-Zekkos; G. P. Boutwell; J. D. Bray; C. Cheung; D. Cobos-Roa; J. Cohen-Waeber; B. D. Collins; L. F. Harder Jr.; R. E. Kayen; J. M. Pestana; M. F. Riemer; J. D. Rogers; R. Storesund; X. Vera-Grunauer; J. Wartman
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses damage caused by Hurricane Katrina to the main Orleans East Bank protected basin. This basin represented the heart of New Orleans, and contained the main downtown area, the historic French Quarter, the ...
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