Discussion of “Evaluation of Flow Liquefaction and Liquefied Strength Using the Cone Penetration Test” by P. K. Robertson
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 10
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References
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Jefferies, M., and Been, K. (2006). Soil liquefaction—A critical state approach, Taylor & Francis, New York.
Lunne, T. (2010). “The CPT in offshore soil investigations—A historic perspective.” Proc. 2nd Int. Symp. on Cone Penetration Testing, Int. Society for Soil Mechanics and Geotechnical Engineering, Huntington Beach, CA.
Russell, A. R., and Khalili, N. (2004). “A bounding surface plasticity model for sands exhibiting particle crushing.” Can. Geotech. J., 41(6), 1179–1192.
Sandven, R. (2010). “Influence of test procedures on obtained accuracy in CPTU.” Proc. 2nd Int. Symp. on Cone Penetration Testing, Int. Society for Soil Mechanics and Geotechnical Engineering, Huntington Beach, CA.
Shuttle, D. A., and Cunning, J. (2007). “Liquefaction potential of silts from CPTu.” Can. Geotech. J., 44(1), 1–19.
Shuttle, D. A., and Jefferies, M. G. (1998). “Dimensionless and unbiased CPT interpretation in sand.” Int. J. Numer. Anal. Methods Geomech., 22(5), 351–391.
Youd, T. L., et al. (2001). “Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils.” J. Geotech. Geoenviron. Eng., 127, 817–833.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137 • Issue 10 • October 2011
Pages: 983 - 984
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Oct 5, 2010
Accepted: Oct 5, 2010
Published online: Sep 15, 2011
Published in print: Oct 1, 2011
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