DISCUSSIONS AND CLOSURES
Jul 1, 2001

Calibration Chamber Size Effects on Penetration Resistance in Sand

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 7
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References

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Baligh, M. M. (1976). “Cavity expansion in sands with curved envelopes.”J. Geotech. Engrg., ASCE, 102(11), 1131–1146.
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Baligh, M. M., and Levadoux, J. N. ( 1980). “Pore pressure dissipation after cone penetration.” FHWA Rep. No. FHWA-RD-97-068, Federal Highway Administration, Washington, D.C.
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Gupta, R. C. (1989). “Discussion of ‘Overconsolidation ratio of clays from penetration pore pressures,’ by J. P. Sully, R. G. Campanella, and P. K. Robertson.”J. Geotech. Engrg., ASCE, 115(9), 1341–1344.
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Gupta, R. C. (1991). “Finite strain analysis for deep cone penetration.”J. Geotech. Engrg., ASCE, 117(10), 1610–1630.
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Gupta, R. C. (1996). “Dimensionless cavity expansion factor. I: Theory.”J. Geotech. Engrg., ASCE, in press.
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Jamiolkowsky, M., Ladd, C. C., Germain, J. T., and Lancelotta, R. ( 1985). “New developments in field and laboratory testing of soils.” State of the Art Rep., 9th Int. Conf. on Soil Mech. and Found. Engrg., International Society of Soil Mechanics and Geotechnical Engineering, London, 57–153.
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Mayne, P. W. (1989). “Discussion of ‘Overconsolidation ratio of clays from penetration pore pressures,’ by J. P. Sully, R. G. Campanella, and P. K. Robertson.”J. Geotech. Engrg., ASCE, 115(9), 1344–1347.
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Sully, J. P., Campanella, R. G., and Robertson, P. K. (1988). “Overconsolidation ratio of clays from penetration pore pressures.”J. Geotech. Engrg., ASCE, 114(20), 209–216.
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Sully, J. P., Campanella, R. G., and Robertson, P. K. (1990). “Closure to ‘Overconsolidation ratio of clays from penetration pore pressures.’”J. Geotech. Engrg., ASCE, 116(2), 340–342.
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Collins, I. F., Pender, M. J., and Yan, W. ( 1992). “Cavity expansion in sands under drained loading conditions.” Int. J. Numer. and Analytical Methods in Geomech., 16, 3–23.
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Hsu, H. H., and Huang, A. B. ( 1998). “Development of an axisymmetric field simulator for cone penetration tests in sand.” Geotech. Testing J., 348–355.
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Salgado, R. ( 1993). “Analysis of penetration resistance in sands.” PhD thesis, University of California, Berkeley, Calif.
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Salgado, R., and Randolph, M. F. ( 2001). “Analysis of cavity expansion in sand.” Int. J. Geomech., 1(2).
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Yu, H. S., and Houlsby, G. T. ( 1991). “Finite cavity expansion in dilatant soils: loading analysis.” Géotechnique, London, 41(2), 173–183.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 127Issue 7July 2001
Pages: 628 - 630

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Published online: Jul 1, 2001
Published in print: Jul 2001

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Authors

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Ramesh C. Gupta
Member, ASCE
Honorary Member, ASCE
Sr. Geotech. Engr., Virginia Dept. of Transp., 1401 East Broad St., Richmond, VA 23219.
Assoc. Prof., School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907-1284. E-mail: [email protected]
Univ. Distinguished Prof., Via Dept. of Civ. Engrg., Virginia Tech, Blacksburg, VA 24061-0105. E-mail: [email protected]
Prof., Dept. of Struct. Engrg., Politecnico di Torino, 24 I-10129, Italy.

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