TECHNICAL NOTES
Sep 1, 1998

Estimating Optimum Water Content and Maximum Dry Unit Weight for Compacted Clays

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 9

Abstract

An empirical method is described for estimating maximum dry unit weight (γdmax) and optimum water content (wopt) of clayey soils at any rational compactive effort E. One variation of the method uses the liquid limit (LL) and one compaction curve, whereas the other uses only the LL. Linear relationships between γdmax and the logarithm of compaction energy (log E), and wopt and log E, both of which are a function of the LL, are used to extrapolate to different compactive energies. Data for 22 clayey soils were used to develop the method, and data for five additional soils were used for validation. Both variations of the method are unbiased and robust. The variation employing the LL and one compaction curve is slightly more precise, with typical errors of about ±1% for wopt and ±2% on γdmax. For the variation employing only the LL, typical errors are about ±2% for wopt and ±6% on γdmax.

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References

1.
Benson, C., and Boutwell, G. (1992). “Compaction control and scale-dependent hydraulic conductivity of clay liners.”Proc., 15th Annu. Madison Waste Conf., Dept. of Engrg. Profl. Devel., University of Wisconsin–Madison, 62–83.
2.
Benson, C., and Trast, J.(1995). “Hydraulic conductivity of thirteen compacted clays.”Clays and Clay Minerals, 43(6), 669–681.
3.
Boutwell, G. (1961). “Effects of variation of fill construction on the material properties and the subsequent fill performance.”Independent Study Rep., School of Civ. Engrg., Georgia Institute of Technology, Atlanta, Ga.
4.
Daniel, D., and Benson, C.(1990). “Water content-density criteria for compacted soil liners.”J. Geotech. Engrg., ASCE, 116(12), 1181–1130.
5.
Daniel, D., and Wu, Y.(1993). “Compacted clay liners and covers for arid sites.”J. Geotech. Engrg., ASCE, 119(2), 223–237.
6.
Hilf, J. (1956). “A rapid method of construction control for embankments of cohesive soil.”Engrg. Monograph No. 26, U.S. Bureau of Reclamation, Denver, Colo.
7.
Johnson, A., and Sallberg, J. (1960). “Factors that influence field compaction of soils: Compaction characteristics of field equipment.”Hwy. Res. Bull. No. 272, Highway Research Board, National Research Council, Washington, D.C.
8.
Jumikis, A. (1958). “Geology and soils of the Newark (N.J.) metropolitan area.”J. Soil Mech. and Found. Div., ASCE, 94(2).
9.
Lee, W., Bohra, N., Altschaeffl, A., and White, T.(1997). “Resilient modulus of cohesive soils.”J. Geotech. and Geoenvironmental Engrg., ASCE, 123(2), 131–136.
10.
Mitchell, J., Hooper, D., and Campanella, R.(1965). “Permeability of compacted clays.”J. Soil Mech. and Found. Div., ASCE, 91(4), 41–65.
11.
Othman, M., and Luettich, S. (1994). “Compaction control criteria for clay hydraulic barriers.”Transp. Res. Record 1462, Transportation Research Board, National Research Council, Washington, D.C., 28–35.
12.
Phifer, M., Boles, D., Drumm, E., and Wilson, G. (1995). “Comparative response of two barrier soils to post compaction water content variations.”Geoenvironment 2000, GSP No. 46, Y. Acar and D. Daniel, eds., ASCE, 591–607.
13.
Ramiah, B., Viswanath, V., and Krishnamurthy, H. (1970). “Interrelationship of compaction and index properties.”Proc. 2nd Southeast Asian Conf. on Soil Engrg., A. A. Balkema, Rotterdam, The Netherlands, 577–587.
14.
Ring, G., Sallberg, J., and Collins, W. (1962). “Correlation of compaction and classification test data.”Hwy. Res. Bull. No. 325, Highway Research Board, National Research Council, Washington, D.C., 55–75.
15.
Tritico, P., and Langston, R. (1995). “Practice improvements for the design and construction of clay barriers.”Geoenvironment 2000, GSP No. 46, Y. Acar and D. Daniel, eds., ASCE, 624–640.
16.
Turnbull, W. (1950). “Compaction and strength tests on soil.” Presented at Annual Meeting, ASCE. Data reproduced in T. Lambe and R. Whitman, 1969, Soil mechanics, John Wiley & Sons, Inc., New York, N.Y., 516.
17.
Wang, M., and Huang, C.(1984). “Soil compaction and permeability prediction models.”J. Envir. Engrg., ASCE, 110(6), 1063–1083.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 124Issue 9September 1998
Pages: 907 - 912

History

Published online: Sep 1, 1998
Published in print: Sep 1998

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Authors

Affiliations

Lisa R. Blotz
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]
Craig H. Benson
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin, Madison, WI. E-mail: [email protected]
Gordon P. Boutwell, Members, ASCE
Pres., STE, Inc., Baton Rouge, LA 70884.

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