Discussion of “Assessing Overconsolidation Ratios in Soil with Piezocone: Referencing Soil Index Properties” by Steven R. Saye, Alan J. Lutenegger, Jorge Santos, and Bryan P. Kumm
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References
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Demers, D., and Leroueil, S. (2002). “Evaluation of preconsolidation pressure and the overconsolidation ratio from piezocone tests of clay deposits in Quebec.” Can. Geotech. J., 39(1), 174–192.
Jamiolkowski, M., and Pepe, M. C. (2001). “Vertical yield stress of Pisa clay from piezocone tests.” J. Geotech. Geoenviron. Eng., 893–897.
Mayne, P. W. (1991). “Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts.” Soils Found., 31(2), 65–76.
Mayne, P. W. (2005). “Integrated ground behavior: In-situ and lab tests, deformation characteristics of geomaterials.” Proc., Int. Symp. on Deformation Characteristics of Geomaterials, Vol. 2, Taylor & Francis Group, London, 155–177.
Mayne, P. W. (2013). “Evaluating yield stress of soils from laboratory consolidation and in-situ cone penetration tests.” Proc., Sound Geotechnical Research to Practice, ASCE, Reston, VA, 406–420.
Mayne, P. W., Coop, M. R., Springman, S., Huang, A.-B., and Zornberg, J. (2009). “Geomaterial behavior and testing.” Proc., 17th Int. Conf. Soil Mechanics & Geotechnical Engineering (ICSMGE), Vol. 4, Millpress/IOS Press, Rotterdam, Netherlands, 2777–2872.
Robertson, P. K. (2009). “Interpretation of cone penetration tests—A unified approach.” Can. Geotech. J., 46(11), 1337–1355.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 140 • Issue 7 • July 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Nov 13, 2013
Accepted: Dec 26, 2013
Published online: Apr 2, 2014
Published in print: Jul 1, 2014
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