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Apr 1, 2005

Parameters Affecting Soil–Water Characteristic Curves of Fine-Grained Soils

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 4

Abstract

Experiments were conducted to measure the suction of a locally available silty soil and commercially available white clay, using a Dewpoint PotentiaMeter (WP4). The results were used to develop the soil–water characteristic curves (SWCCs), for these soils and evaluating various fitting functions, in high suction ranges. Efforts have also been made to demonstrate the influence of the soil type and dry unit weight on the soil suction. The study brings out the observation that dry unit weight has negligible influence on the soil suction and parameters effecting SWCC.

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References

American Society for Testing and Materials (ASTM). (2003). “Test methods for determination of the soil water chararcteristic curve for desorption using a hanging column, pressure extractor, chilled mirror hygrometer, and/or centrifuge.” ASTM D6836-02, West Conshohocken, Pa.
Box, J. E., and Taylor, S. A. (1962). “Influence of soil bulk density on matric potential.” Soil Sci. Soc. Am. Proc. 26, 119–122.
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.
Decagon Services Ltd. (2002). WP4 User’s Manual.
Fredlund, D. G., and Xing, A. (1994). “Equations for the soil-water characteristic curve.” Can. Geotech. J. 31(3), 521–532.
Fredlund, M. D., Wilson, G. W., and Fredlund, D. G. (1997). “Prediction of the soil-water characteristic curve from the grain-size distribution curve.” Proc., 3rd Symp. on Unsaturated Soil, Rio de Janeiro, Brazil, 13–23.
Kolay, P. K., and Singh, D. N. (2001). “Effect of zeolitization on compaction, consolidation and permeation characteristics of a lagoon ash.” J. Test. Eval. 28(6), 425–430.
Lee, H. C., and Wray, W. K. (1995). “Techniques to evaluate soil suction-A vital unsaturated soil variable.” Proc., 1st Int. Conf. on Unsaturated Soils, Paris, E. E. Alonso and P. Delage, eds., Vol. 2, 615–621.
Leong, E. C., Tripathy, S., and Rahardjo, H. (2003). “Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique.” Geotechnique, 53(2), 173–182.
Miller, C. J., Yesiller, N., Yaldo, K., and Merayyan, S. (2002). “Impact of soil type and compaction conditions on soil water characteristic.” J. Geotech. Geoenviron. Eng., 128(9), 733–742.
Schnaid, F., de Oliveira, L. A. K., and Gehling, W. Y. Y. (2004). “Unsaturated constitutive surfaces from pressuremeter tests.” J. Geotech. Geoenviron. Eng. 130(2), 174–185.
Singh, D. N., and Kuriyan, S. J. (2003). “Estimation of unsaturated hydraulic conductivity using soil suction measurements obtained by an insertion tensiometer.” Can. Geotech. J. 40, 476–483.
Singh, D. N., Sneha, J. K., and Madhuri, V. (2001). “Application of a geotechnical centrifuge for estimation of unsaturated soil hydraulic conductivity.” J. Test. Eval. 29(6), 556–562.
SoilVision Systems Ltd. (2003). “A knowledge-based database system for soil properties.” Soil Vision 3.13, Saskatoon, Saskatchewan, Canada.
Sreedeep, S., Reshma, A. C., and Singh, D. N. (2004). “Measuring soil electrical resistivity using a resistivity box and a resistivity probe.” Geotech. Test. J. 27(4), 1–5.
Sreedeep, S., and Singh, D. N. (2004). “A study to investigate influence of soil properties on its suction.” J. Test. Eval., Jan. 2005, 33(1).
Stannard, D. I. (1992). “Tensiometers-theory, construction and use.” Geotech. Test. J., 15(1), 48–58.
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.
Truong, H. V. P., and Holden, J. C. (1995). “Soil suction measurement with transistor psychrometer.” Proc., 1st Int. Conf. Unsaturated Soils, Paris, E. E. Alonso and P. Delage, eds., Vol. 2, 659–664.
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.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 131Issue 4April 2005
Pages: 521 - 524

History

Received: Feb 19, 2004
Accepted: Sep 13, 2004
Published online: Apr 1, 2005
Published in print: Apr 2005

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Authors

Affiliations

Vikas K. S. Thakur
Dept. of Civil Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai 400076, India; formerly, Post Graduate Student.
S. Sreedeep
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai 400076, India.
Devendra N. Singh, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai 400076, India. E-mail: [email protected]

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