TECHNICAL NOTES
Oct 14, 2009

Establishing Soil-Water Characteristic Curve of a Fine-Grained Soil from Electrical Measurements

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 5

Abstract

Application of a pressure membrane extractor (PME) to establish soil-water characteristic curve (SWCC) of fine-grained soils, in 0–1,500 kPa range, is well established. However, this technique requires testing of several identical specimens, corresponding to same or different pressure(s), and their subsequent removal from the PME chamber for moisture content determination. This turns out to be a cumbersome process and even the results are considered less accurate, by the research fraternity. This is mainly due to the fact that removal of the specimen before equilibration time may not incorporate the influence of the applied pressure, precisely. This calls for the development of an alternate technique that can be employed for measuring the instantaneous moisture content of the specimen when it is pressurized, sequentially, without removing it from the PME chamber. In this context, the utility of electrical measurements (i.e., the voltage) across two points in the specimen for determining moisture content was investigated and its details are presented in this paper. This technique has been found to be quite promising and hence can be employed for acquisition of the data which would yield the moisture content of the specimen, without removing it from the PME chamber, easily and quickly. Validity of the methodology has been demonstrated by comparing the obtained SWCC vis-à-vis those obtained by conducting studies using a dewpoint potentiameter, WP4, and by employing the fitting function and a pedo-transfer function available in the SoilVision database.

Get full access to this article

View all available purchase options and get full access to this article.

References

ASTM. (2005). “Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass.” D2216-05, West Conshohocken, Pa.
Bacchi, O. O. S., Reichardt, K., Oliveira, J. C. M., and Nielsen, D. R. (1998). “Gamma-ray beam attenuation as an auxiliary technique for the evaluation of soil water retention curve.” Sci. Agric., 55, 499–502.
Barbour, S. L. (1998). “Nineteenth Canadian geotechnical colloquium: The soil-water characteristic curve: A historical perspective.” Can. Geotech. J., 35(5), 873–894.
Decagon Services Ltd. (2002). WP4 user’s manual, Decagon Services, United States.
Fredlund, D. G., Fredlund, M. G., and Wilson, G. W. (1997). “Prediction of the soil-water characteristic curve from grain-size distribution and volume-mass properties.” Proc., 3rd Brazilian Symp. on Unsaturated Soils, Vol. 1, Rio de Janeiro, Brazil, 13–23.
Fredlund, D. G., Fredlund, M. G., and Wilson, G. W. (1998). “Estimation of unsaturated soil properties using a knowledge-based system.” Proc., 2nd Int. Conf. on Unsaturated Soils, UNSAT ’98, Vol. 1, Beijing, 479–484.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
Fredlund, D. G., and Xing, A. (1994). “Equations for the soil water characteristic curve.” Can. Geotech. J., 31, 533–546.
Gee, G. W., Ward, A. L., Zhang, Z. F., Campbell, G. S., and Mathison, J. (2002). “The influence of hydraulic non-equilibrium on pressure plate data.” Vadose Zone J., 1, 172–178.
Khanzode, R. M., Vanapalli, S. K., and Fredlund, D. G. (2002). “Measurement of soil-water characteristic curves for fine-grained soils using a small-scale centrifuge.” Can. Geotech. J., 39, 1209–1217.
Miao, L., Songyu, L., and Yuanming, L. (2002). “Research of soil-water characteristics and shear strength features of Nanyang expansive soil.” Eng. Geol. (Amsterdam), 65, 261–267.
Moraes, S. O., Libardi, P. L., and Neto, D. D. (1993). “Problemas metodológicos na obtenção da curva de retenção da água pelo solo.” Sci. Agric., 50, 383–392 (in Portuguese).
Pires, L. F., Bacchi, O. O. S., and Reichardt, K. (2005). “Soil water retention curve determined by gamma-ray beam attenuation.” Soil Tillage Res., 82, 89–97.
Rajeev, K. P., and Singh, D. N. (2004). “Instrumentation and testing methodology for detecting Cl-contaminants in soils.” J. Test. Eval., 32(2), 81–87.
Rao, H. B. (2009). “Determination of hydraulic conductivity of unsaturated soils.” Ph.D. thesis, Indian Institute of Technology Bombay, Mumbai, India.
Shah, P. H., Sreedeep, S., and Singh, D. N. (2006). “Evaluation of methodologies used for establishing soil-water characteristic curve.” J. ASTM Int., 3(6), 1–11.
Sillers, W. S., and Fredlund, D. G. (2001). “Statistical assessment of soil-water characteristic curve models for geotechnical engineering.” Can. Geotech. J., 38, 1297–1313.
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(2), 476–483.
Singh, D. N., Kuriyan, S. J., and Madhuri, V. (2001). “Application of a geotechnical centrifuge for estimation of unsaturated soil hydraulic conductivity.” J. Test. Eval., 29(6), 556–562.
SoilVision 4.18. (2005). SoilVision Systems Ltd., Saskatoon, Saskatchewan, Canada.
Sreedeep, S., and Singh, D. N., (2005a). “Estimating unsaturated hydraulic conductivity of fine-grained soils using electrical resistivity measurements.” J. ASTM Int., 2(1), 1–11.
Sreedeep, S., and Singh, D. N. (2005b). “A study to investigate influence of soil properties on its suction.” J. Test. Eval., 31(1), 579–584.
Sreedeep, S., and Singh, D. N. (2006). “Methodology for rapid determination of osmotic suction of salt contaminated soils.” Geotech. Geologic. Eng., 24(5), 1469–1479.
Thakur, V. K. S., Sreedeep, S., and Singh, D. N. (2005). “A study on parameters affecting soil water characteristic curves of fine-grained soils.” J. Geotech. Geoenviron. Eng., 131(4), 521–524.
Thakur, V. K. S., Sreedeep, S., and Singh, D. N. (2006). “Laboratory investigations on extremely high suction measurements for fine-grained soils.” Geotech. Geologic. Eng., 24(3), 565–578.
Vanapalli, S. K., Fredlund, D. G., and Pufahl, D. E. (1999). “Influence of soil structure and stress history on the soil-water characteristics of a compacted till.” Geotechnique, 49(2), 143–159.
Wang, X., and Benson, C. H. (2004). “Leak-free pressure plate extractor for measuring the soil water characteristic curve.” Geotech. Test. J., 27(2), 1–10.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136Issue 5May 2010
Pages: 751 - 754

History

Received: Nov 18, 2008
Accepted: Oct 8, 2009
Published online: Oct 14, 2009
Published in print: May 2010

Permissions

Request permissions for this article.

Authors

Affiliations

B. Hanumantha Rao [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai-400076, India. E-mail: [email protected]
D. N. Singh, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai-400076, India (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share