Closure to “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
Campanella, R. G., Robertson, P. K., and Gillespie, D. (1983). “Cone penetration testing in deltaic soils.” Can. Geotech. J., 20(1), 23–35.
Idriss, I. M., and Boulanger, R. W. (2007). “SPT- and CPT-based relationships for residual shear strength of liquefied soils.” Proc. 4th Int. Conf. on Earthquake Geotechnical Engineering, K. D. Pitilakis, ed., Springer, Thessaloniki, Greece, 1–22.
Iqbal, M. S. (2004). “Discrete element modeling of cone penetration testing in coarse grain soils.” M.Sc. thesis, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, Canada.
Jefferies, M. G., and Been, K. (2006). Soil liquefaction—A critical state approach, Taylor & Francis, London.
Robertson, P. K. (1982). “In-situ testing of soils with emphasis on its application to liquefaction assessment.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada.
Robertson, P. K. (1990). “Soil classification using the cone penetration test.” Can. Geotech. J., 27(1), 151–158.
Robertson, P. K., and Wride, C. E. (1998). “Evaluating cyclic liquefaction potential using the CPT.” Can. Geotech. J., 35(3), 442–459.
Yoshimine, M., Robertson, P. K., and Wride, C. E. (1999). “Undrained shear strength of clean sands to trigger flow liquefaction.” Can. Geotech. J., 36(5), 891–906.
Information & Authors
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137 • Issue 10 • October 2011
Pages: 984 - 986
Copyright
© 2011 American Society of Civil Engineers.
History
Received: May 3, 2011
Accepted: May 10, 2011
Published online: Sep 15, 2011
Published in print: Oct 1, 2011
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