Closure to “Influence of Sample Disturbance on Estimated Side Resistance of Driven Piles in Cohesive Soils” by Steven R. Saye, Alan J. Lutenegger, Dan A. Brown, and Bryan P. Kumm
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VIEW THE ORIGINAL ARTICLEAuthors: Steven R. Saye, M.ASCE [email protected], Alan J. Lutenegger, M.ASCE [email protected], Dan A. Brown, M.ASCE [email protected], and Bryan P. Kumm, M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 6
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References
Bjerrum, L. (1954). “Geotechnical properties of Norwegian marine clays.” Geotechnique, 4(2), 49–69.
Bjerrum, L. (1973). “Problems of soil mechanics on soft ground.” Proc., 8th Int. Conf. on Soil Mechanics and Foundation Engineering, Moscow, 111–159.
Ladd, C. C., and DeGroot, D. J. (2003). “Recommended practice for soft ground site characterization: Arthur Casagrande lecture.” 12th Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, Massachusetts Institute of Technology, Cambridge, MA.
Mayne, P. W., and Mitchell, J. K. (1988). “Profiling of overconsolidation ratio in clays by field vane.” Can. Geotech. J., 25(1), 150–157.
Mesri, G. (1975). “Discussion on the new design procedure for stability of soft clays.” J. Geotech. Eng., 101(4), 409–412.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 143 • Issue 6 • June 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Nov 28, 2016
Accepted: Dec 14, 2016
Published online: Mar 6, 2017
Published in print: Jun 1, 2017
Discussion open until: Aug 6, 2017
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Affiliations
Senior Geotechnical Engineer, Kiewit Infrastructure Engineers Co., Kiewit Plaza, Omaha, NE 68131 (corresponding author). E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01003-5205. E-mail: [email protected]
President, Dan Brown and Associates LLC, P.O. Box 309, Jasper, TN 37347. E-mail: [email protected]
Geotechnical Engineer, HDR Engineering, Inc., 8404 Indian Hills Dr., Omaha, NE 68114. E-mail: [email protected]
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