DISCUSSIONS AND CLOSURES
Sep 1, 1989
Discussion of “Overconsolidation Ratio of Clays from Penetration Pore Pressures” by J. P. Sully, R. G. Campanella, and P. K. Robertson (February, 1988, Vol. 114, No. 2)
Publication: Journal of Geotechnical Engineering
Volume 115, Issue 9
0733-9410(1989)115:9(1341.2)/asset/3cd9cb04-29ca-4c01-84a4-96c18039140b/assets/(asce)0733-9410(1989)115:9(1341.2).fp.png)
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References
1.
Baligh, M. M., and Levadoux, J. N. (1980). “Pore pressure dissipation after cone penetration.” Publication No. R80‐11, Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
2.
Baligh, M. M., Vivatrat, V., and Ladd, C. C. (1978). “Exploration and evaluation of engineering properties for foundation design of offshore structures.” Publication No. R78‐40, Dept. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
3.
Gupta, R. C., and Davidson, J. L. (1986). “Piezoprobe determined coefficient of consolidation.” J. Japanese Soc. of Soil Mech. and Found. Engrg., 26(3), 12–22.
4.
Gupta, R. C. (1983). “Determination of the in situ coefficients of consolidation and permeability of submerged soils using electrical piezoprobe soundings,” thesis presented to University of Florida, at Gainesville, Florida, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Published In
Journal of Geotechnical Engineering
Volume 115 • Issue 9 • September 1989
Pages: 1341 - 1344
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Copyright © 1989 ASCE.
History
Published online: Sep 1, 1989
Published in print: Sep 1989
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Ramesh C. Gupta, Member, ASCE
Assoc. Kidde Consultants, Inc., 8306 Patuxent Range Rd., Jessup, MD 20794
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