TECHNICAL NOTES
Sep 1, 1985

Moisture Curve of Compacted Clay: Mercury Intrusion Method

Publication: Journal of Geotechnical Engineering
Volume 111, Issue 9

Abstract

This study presents procedures with which one can predict the equilibrium water content, in-service, of a clayey pavement subgrade. Mercury intrusion and pore-size distribution of a specimen of the soil at the in-service fabric are utilized to establish the soil moisture characteristic curve. The procedures are relatively quick, reasonably routine, and reproduceable. Predictions are believed reliable for sites where the soil water suctions are in excess of 500 cm (16 ft) of water depending upon the soil.

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References

1.
Croney, D., The Design and Performance of Road Pavements, HMSO, London, 1977.
2.
Croney, D., Coleman, J. D., and Bridge, P. M., “The Measurement of the Suction of Moisture Held in Porous Materials and Its Relationship to Moisture Content,” Report, Road Research Laboratory, Crowthorne, England, 1951.
3.
Dempsey, B. J., and Elzeftawy, A., “A Mathematical Model for Predicting Moisture Movement in Pavement Systems,” Transportation Research Record, TRB, No. 612, 1977.
4.
Hillel, D., “Fundamentals of Soil Physics,” Academic Press, New York, N.Y., 1980, p. 414.
5.
Janssen, D. J., and Dempsey, B. J., “Soil Water Properties of Subgrade Soils,” Report No. UILU‐ENG‐80‐2010, University of Illinois, Urbana, Ill., April, 1980, p. 210.
6.
Prapaharan, S., “Prediction of Soil Equilibrium Water Content and Mineralogy Effect on Permeability Using Pore Size Distribution,” thesis presented to Purdue University, at West Lafayette, Ind., in Aug., 1982, in partial fulfillment of the requirements for the degree of Master of Science in Civil Engineering.
7.
Purcell, W. R., “Capillary Pressures, Their Measurement Using Mercury and the Calculation of Permeability Therefrom,” Petroleum Transactions, AIME, Vol. 186, 1949, pp. 39–48.
8.
Washburn, E. W., “Note on a Method of Determining the Distribution of Pore Sizes in a Porous Material,” Proceedings, National Academy of Sciences, Vol. 7, 1921, pp. 115–116.
9.
White, D. M., “The Fabric of a Medium Plastic Clay Compacted in the Laboratory and in the Field,” thesis presented to Purdue University, at West Lafayette, Ind., in Aug., 1980, in partial fulfillment of the requirements for the degree of Master of Science in Civil Engineering.

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 111Issue 9September 1985
Pages: 1139 - 1143

History

Published online: Sep 1, 1985
Published in print: Sep 1985

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Authors

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S. Prapaharan
Grad. Instr. in Research, Purdue Univ., W. Lafayette, Ind.
A. G. Altschaeffl, F. ASCE
Prof. of Civ. Engrg., Civ. Engrg. Bldg., Purdue Univ., W. Lafayette, Ind. 47907
B. J. Dempsey, M. ASCE
Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.

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