Closure to “CPT-DMT Correlations” by P. K. Robertson
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 137, Issue 4
GT.1943-5606.0000488/asset/27ef3488-60df-424c-808c-d0d039e3fd06/assets/(asce)gt.1943-5606.0000488.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Campanella, R. G., and Robertson, P. K. (1991). “Use and interpretation of a research dilatometer.” Can. Geotech. J., 28(1), 113–126.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice, Blackie Academic, EF Spon/Routledge, New York, 312.
Mayne, P. W. (2001). “Stress-strain-strength-flow parameters from enhanced in-situ tests.” Proc., Int. Conf. on In Situ Measurement of Soil Properties and Case Histories, Parahyangan Catholic Univ., Bandung, Bali, Indonesia, 27–48.
Robertson, P. K. (2009). “Interpretation of cone penetration test—A unified approach.” Can. Geotech. J., 46(11), 1337–1355.
Robertson, P. K., Campanella, R. G., Gillespie, D., and By, T. (1988). “Excess pore pressures and the dilatometer.” Proc., First Int. Symp. on Penetration Testing (ISOPT-1), Balkema, Rotterdam, The Netherlands, 567–576.
Sharp, M. K., Dobry, R., and Phillips, R. (2010). “CPT-based evaluation of liquefaction and lateral spreading in centrifuge.” J. Geotech. Geoenviron. Eng., 136(10), 1334–1346.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137 • Issue 4 • April 2011
Pages: 443 - 447
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Nov 2, 2010
Accepted: Nov 19, 2010
Published online: Mar 15, 2011
Published in print: Apr 1, 2011
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.