DISCUSSIONS AND CLOSURES
Feb 1, 2000
Estimating Optimum Water Content and Maximum Dry Unit Weight for Compacted Clays
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 2
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References
1.
Day, R. W. (1989). “Relative compaction of fill having oversize particles.”J. Geotech. Engrg., ASCE, 115(10), 1487–1491.
2.
Day, R. W. (1999a). . Forensic geotechnical and foundation engineering. McGraw-Hill, New York.
3.
Day, R. W. (1999b). . Geotechnical and foundation engineering: Design and construction. McGraw-Hill, New York.
4.
Houston, S. L., and Walsh, K. D. (1993). “Comparison of rock correction methods for compaction of clayey soils.”J. Geotech. Engrg., ASCE, 119(4), 763–778.
5.
Saxena, S. K., Lourie, D. E., and Rao, J. S. (1984). “Compaction criteria for eastern coal waste embankments.”J. Geotech. Engrg., ASCE, 110(2), 262–284.
6.
Standard specifications for public works construction. (1997). 11th Ed., Bni Building News, Anaheim, Calif. (commonly known as the “Green Book”).
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 126 • Issue 2 • February 2000
Pages: 195 - 197
History
Published online: Feb 1, 2000
Published in print: Feb 2000
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Authors
Affiliations
Robert W. Day
Fellow, ASCE
Gordon P. Boutwell
Craig H. Benson
Lisa R. Blotz
Chf. Engr., American Geotechnical, 5764 Pacific Center Blvd., Ste. 112, San Diego, CA 92121.
Pres., STE, Inc., Baton Rouge, LA 70884.
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin, Madison, WI 53706. E-mail: [email protected]
NSF Fellow, Dept. of Civ. Engrg., Univ. of Texas at Austin; formerly, Res. Asst., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin, Madison, WI 53706. E-mail: [email protected]
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