DISCUSSIONS AND CLOSURES
Apr 15, 2002

Closure to “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

Bond, A. J., and Jardine, R. J.(1991). “Effects of installing displacement piles in a high OCR clay.” Geotechnique, 41(3), 341–363.
Burns, S. E., and Mayne, P. W.(1998). “Monotonic and dilatory pore pressure decay during piezocone tests in clay,” Can. Geotech. J., 35(6), 1063–1073.
Burns, S. E., and Mayne, P. W. (1999). “Pore pressure dissipation behavior surrounding driven piles and cone penetrometers.” Transportation Research Record 1675, National Academy, Washington D.C., 17–23.
Campanella, R. G., and Robertson, P. K. (1988). “Current status of the piezocone.” Proc., International Symposium on Penetration Testing, Balkema, Rotterdam, The Netherlands, 1, 93–116.
Coop, M. R., and Wroth, C. P.(1989). “Field studies of an instrumented model pile in clay.” Geotechnique, 39(4), 679–696.
Cox, W. R., Cameron, K., and Clarke, J. (1993). “Static and cyclic axial load tests on two 762 mm diameter pipe piles in clays.” Large-scale pile tests in clay, Thomas Telford, London, 268–284.
Davidson, J. L. (1988). “Pore pressures generated during cone penetration in heavily overconsolidated clays.” Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, 5, 2699–2700.
Lehane, B. M., and Jardine, R. J.(1994). “Displacement pile behavior in glacial clay.” Can. Geotech. J., 31(1), 79–90.
Lunne, T., Robertson, P. K., and Powell, J. J. M. (1997). Cone penetration testing in geotechnical practice, EF Spon and Routledge, London, 312 pp.
Matsuo, O., and Tsutsumi, T. (1998). “Evaluation of cone penetration testing as an in situ liquefaction resistance.” Geotechnical site characterization, Balkema, Rotterdam, The Netherlands, 2, 1309–1315.
Mayne, P. W., Kulhawy, F., and Kay, J. N.(1990). “Observations on the development of pore–water stresses during penetration in clays.” Can. Geotech. J., 27(4), 418–428.
Mayne, P. W., and Schneider, J. A. (2001).“Evaluating axial drilled shaft response by seismic cone.” Foundations and ground improvement, GSP 113, ASCE, Reston, Va., 655–669.
O’Neill, M. W., and Yoon, G. (1995). “Engineering properties of overconsolidated Pleistocene soils of Texas gulf coast.” Transportation Research Record 1479, National Academy, Washington, D.C., 81–88.
Schneider, J. A., Peuchen, J., Mayne, P. W., and McGillivray, A. V.(2001). Piezocone profiling of residual soils. Proc., Int. Conf. on In Situ Measurement of Soil Properties and Case Histories, Bali, Indonesia, 593–598.
Sully, J. P., Robertson, P. K., Campanella, R. G., and Woeller, D. J.(2000). “An approach to evaluation of field CPTu dissipation in overconsolidated fine-grained soils.” Can. Geotech. J., 37(6), 1395–1398.
Tavenas, F., Leblond, P., Jean, P., and Leroueil, S.(1983). “The permeability of natural soft clays.” Can. Geotech. J., 20(4), 629–660.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128Issue 5May 2002
Pages: 443 - 445

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

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Kimberly A. Finke, A.M.ASCE
Project Geotechnical Engineer, Golder Associates, Inc., 44 Union Blvd., Suite 300, Lakewood, CO 80228.
Paul W. Mayne, M.ASCE
Professor, Civil & Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.

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