DISCUSSIONS AND CLOSURES
Jan 1, 1988
Discussion of “Consolidation After Undrained Piezocone Penetration. I: Prediction” by Mohsen M. Baligh and Jacques‐Noel Levadoux (July 1986)
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VIEW THE ORIGINAL ARTICLEAuthors: Alan J. Lutenegger, Member, ASCE, and Mohammed G. Kabir, Associate Member, ASCEAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 114, Issue 1
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References
1.
Campanella, R. G., et al. (1985). “Recent developments in in situ testing of soils.” Proc. 11th Int. Conf. on Soil Mech. and Foundation Engrg., San Francisco, Calif., 2, 849–854.
2.
Campanella, R. G., Robertson, P. K., and Gillespie, D. (1986). “Factors affecting the pore water pressure and its measurement around a penetrating cone.” Proc. of the 39th Canadian Geotech. Conf., Ottawa, Canada, 291–299.
3.
Davidson, J. L., and Boghrat, A. (1983). “Flat dilatometer testing in Florida, USA.” Proc. of the Int. Symp. on Soil and Rock Investigation by In Situ Testing, Paris, France, 2, 251–255.
4.
Levadoux, J.‐N., and Baligh, M. M. (1986). “Consolidation after undrained piezocone penetration. II: interpretation.” J. Geotech. Engrg., 112(7), 727–745.
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Copyright © 1988 ASCE.
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Published online: Jan 1, 1988
Published in print: Jan 1988
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Authors
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Alan J. Lutenegger, Member, ASCE
Assoc. Prof. of Civ. and Environ. Engrg., Clarkson Univ., Potsdam, NY 13676
Mohammed G. Kabir, Associate Member, ASCE
Grad. Asst., Dept. of Civ. and Environ. Engrg., Clarkson Univ., Potsdam, NY 13676
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