Discussion of “CPT-DMT Correlations” by P. K. Robertson
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References
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Crapps, D. K. (2006). “The use of DMT data for lateral load analyses.” Proc., 2nd Int. Flat Dilatometer Conf., Washington, DC, 190–197.
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Failmezger, R. A., Bullock, P. J., and Handy, R. L. (2004). “Site variability, risk, and beta.” Proc., Geotechnical and Geophysical Site Characterization, A. Viana da Fonseca and P. Mayne, eds., Millpress, Rotterdam, The Netherlands, 913–920.
Marchetti, S. (1980). “In situ tests by flat dilatometer.” J. Geotech. Eng., 106(GT3), 299–321.
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Monaco, P., Totani, G., and Calabrese, M. (2006). “DMT-predicted vs. observed settlements: A review of available experience.” Proc., 2nd Int. Flat Dilatometer Conf., Washington, DC, 244–252.
Pennsylvania Dept. of Transportation. (1988). “Guidelines for using the CPT, CPTU and Marchetti DMT for geotechnical design Vol. 1–4.” Rep. No. FHWA-PA-87-024+84-24, Federal Highway Administration, Washington, DC.
Robertson, P. K., Davies, M. P., and Campanella, R. G. (1989). “Design of laterally loaded driven piles using the flat dilatometer.” Geotech. Test. J., 12(1), 30–38.
Schmertmann, J. H. (1986). “Dilatometer to compute foundation settlement.” Use of insitu tests in geotechnical engineering, S. P. Clemence, ed., ASCE, New York, 303–321.
Schmertmann, J., Baker, W., Gupta, R., and Kessler, K. (1986). “CPT/DMT QC of ground modification at a power plant.” Use of insitu tests in geotechnical engineering, S. P. Clemence, ed., ASCE, New York, 985–1001.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137 • Issue 4 • April 2011
Pages: 443
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Apr 24, 2010
Accepted: Apr 26, 2010
Published online: Mar 15, 2011
Published in print: Apr 1, 2011
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