DISCUSSIONS AND CLOSURES
Apr 15, 2002

Discussion of “Piezocone Penetration Testing in Atlantic Piedmont Residuum” by Kimberly A. Finke, Paul W. Mayne, and Rick A. Klopp

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 5
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References

Baligh, M. M., and Levadoux, J. N. (1980). “Pore pressure dissipation after cone penetration.” Research Rep. R80-11, No. 662, Dept. of Civil Engineering, MIT, Cambridge, Mass.
Gupta, R. C. (1983). “Determination of the in situ coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings,” PhD dissertation, University of Florida, Gainesville, Fla.
Gupta, R. C., and Davidson, J. L., (1986). “Piezoprobe determined coefficient of consolidation.” Soils Found., 26(3), 12–22.
Lambe, T. W., and Whitman, R. V. (1969). Soil mechanics, Wiley, New York.
Mitchell, J. K., and Gardner, W. S. (1975). “In situ measurements of volume change characteristics.” State of Art Report, Proc. Conf. In Situ Measurements of Soil Properties, Specialty Conf. ASCE, Raleigh, N.C., II.
Robertson, P. K., and Campanella, R. G. (1988). “Guidelines for using the CPT, CPTU, and Marchetti DMT for geotechnical design.” Rep. No. FHWA-PA-87-023+84-24, Federal Highway Administration, Washington, D.C.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128Issue 5May 2002
Pages: 442 - 443

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Published online: Apr 15, 2002
Published in print: May 2002

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Ramesh C. Gupta, M.ASCE
Senior Geotechnical Engineer, Virginia Dept. of Transportation, 1401 East Broad Street, Richmond, VA 23219.

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