Discussion of “Soil Deformation and Excess Pore Pressure Field around a Closed-Ended Pile” by Juan M. Pestana, Christopher E. Hunt, and Jonathan D. Bray
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References
Bond, A. J., and Jardine, R. J.(1991). “Effects of installing displacement piles in high OCR clay.” Geotechnique, 41(3), 341–363.
Gupta, R. C. (1983). “Determination of the in situ coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings.” PhD dissertation, Univ. of Florida, Gainesville, Fla.
Gupta, R. C.(2001). “Discussion of ‘Calibration chamber size effects on penetration resistance in sand,’ by R. Salgado, J. K. Mitchell, and M. Jamiolkwski.” J. Geotech. Geoenviron. Eng., 127(7), 628–629.
Gupta, R. C.(2002). “Discussion of ‘Piezocone penetration testing in atlantic piedmont residuum,’ by K. A. Finke and P. W. Mayne.” J. Geotech. Geoenviron. Eng., 128(5), 442–443.
Mayne, P. W. (2001). “Stress–strain strength–flow parameters from enhanced in situ tests.” Proc., Int. Conf. on In-situ Measurements of Soil Properties and Case Histories, Bali, Indonesia, 21–24 May, pp. 27–48.
O'Neill, M. W., Hawkins, R. A., and Audibert, J. M. E.(1982). “Installation of pile group in overconsolidated clay.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 108(11), 1369–1386.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 129 • Issue 7 • July 2003
Pages: 669 - 671
Copyright
Copyright © 2003 American Society of Civil Engineers.
History
Published online: Jun 13, 2003
Published in print: Jul 2003
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