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Aug 15, 2002

Impact of Soil Type and Compaction Conditions on Soil Water Characteristic

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 9

Abstract

Tests were conducted to determine the variation of water content and pore water suction for compacted clayey soils. The soils had varying amounts of clay fraction with plasticities ranging from low to high plasticity. The unsaturated soil behavior was investigated for six conditions, covering a range of compactive efforts and water contents. The experimental data were fit to four commonly used models for the water content-pore water suction relationship. Each model provided a satisfactory fit to the experimental data. However, the individual parameters obtained from the curve fits varied significantly between models. The soil water characteristic curves (SWCCs) were more sensitive to changes in compaction effort than changes in compaction water content. At similar water contents, the pore water suction increased with increasing compaction effort for each compaction condition and soil type. For all compaction conditions, the lowest plasticity soils retained the smallest water content and the highest plasticity soils retained the highest water content at a specified suction. In addition, SWCCs for soils compacted in the laboratory and in the field were similar.

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References

ASTM. (1994). “Standard test method for capillary-moisture relationships for fine-textured soils by pressure-membrane apparatus.” Designation: D 3152-72, West Conshohocken, Pa.
Brooks, R. H., and Corey, A. T. (1964). “Hydraulic properties of porous medium.” Hydrology Paper No. 3, Civil Engineering Dept., Colorado State Univ., Fort Collins, Colo.
Daniel, D. E., and Benson, C. H.(1990). “Water content-density criteria for compacted soil liners.” J. Geotech. Eng., 116(12), 1811–1830.
Fredlund, D. G., and Xing, A.(1994). “Equations for the soil-water characteristic curve.” Can. Geotech. J., 31, 521–532.
Hillel, D. (1980). Fundamentals of soil physics, Academic, San Diego.
Ho, D. Y. F., Fredlund, D. G., and Rahardjo, H.(1992). “Volume change indices during loading and unloading of an unsaturated soil.” Can. Geotech. J., 29, 195–207.
Leong, E. C., and Rahardjo, H.(1997). “A review on soil-water characteristic curve equations.” J. Geotech. Geoenviron. Eng., 123(12), 1106–1117.
Marinho, F. A., and Chandler, R. J. (1993). “Aspects of the behavior of clays on drying.” Unsaturated soils—Geotechnical special publication No. 39, S. Houston and W. Wray, eds., ASCE, New York.
Miller, C. J., Mi, H., and Yesiller, N.(1998). “Experimental analysis of desiccation crack propagation in clay liners.” J. Am. Water Res. Ass. AWRA, 34(3), 677–686.
Salim, I., Miller, C., and Howard, J.(1996). “Sorption isotherm-sequential extraction analysis of heavy metal retention in landfill liners.” Soil Sci. Soc. Am. J., 60(1), 107–114.
Tinjum, J. M., Benson, C. H., and Blotz, L. R.(1997). “Soil-water characteristic curves for compacted clays.” J. Geotech. Geoenviron. Eng., 123(11), 1060–1069.
Van Genuchten, M. T.(1980). “A closed form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44, 892–898.
Van Genuchten, M., Leij, F., and Yates, S. (1991). “The RETC code quantifying the hydraulic functions of unsaturated soils.” Rep. No. EPA/600/2-91/065, U.S. EPA, Office of Research and Development, Washington, D.C.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128Issue 9September 2002
Pages: 733 - 742

History

Received: Mar 22, 1999
Accepted: Dec 3, 2001
Published online: Aug 15, 2002
Published in print: Sep 2002

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Authors

Affiliations

C. J. Miller, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202.
N. Yesiller, A.M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Wayne State Univ., Detroit, MI 48202.
K. Yaldo
Project Engineer, Sigma Associates, Detroit, MI 48202.
S. Merayyan
Project Engineer, Tetra Tech/MPS, Ann Arbor, MI 48104.

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