Technical Papers
Feb 13, 2017

Numerical Analysis of the Effects of Cracks on the Moisture-Diffusion Coefficient of Unsaturated Soils

Publication: International Journal of Geomechanics
Volume 17, Issue 8

Abstract

In an unsaturated soil with desiccation cracks, the overall moisture-diffusion coefficient can be considered as consisting of two components, the diffusion coefficient of the intact (uncracked) soil matrix and the diffusion coefficient of the cracks developed during the desiccation process. Several models are available for obtaining the diffusivity of the intact soils, whereas the models considering the effects of cracks on the diffusion coefficient are either complex or insufficient. In this paper, a numerical model is presented to investigate the influence of the desiccation cracks on the moisture-diffusion coefficient of unsaturated soils. The analyses of the results indicate that the diffusion coefficient component, due to the desiccation cracks, dominates the overall diffusivity of the soil matrix, whereas the diffusion coefficient of the intact (uncracked) soil can be ignored for all practical purposes when the cracks occur. The main factor controlling the diffusion coefficient due to the cracks is the geometrical dimension of the cracks. Thus, the variation of the diffusion coefficient with the crack width and the crack depth is also evaluated. Unlike the diffusivity of an intact (uncracked) soil, which is nearly constant for a specific soil over a small suction change, the diffusivity of a cracked soil varies with depth due to the changes in the crack dimensions. Also, the effect of the cracks on the diffusion coefficient at shallow depths over a deep soil layer is limited and can be ignored when the depth reaches a specific value. Practical guidelines are provided to estimate the field diffusion coefficient when the crack width and depth are given.

Get full access to this article

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

References

Abaqus [Computer software]. Dassault Systèmes, Providence, RI.
Aitchison, G. D. (1965). “Statement of the review panel: Engineering concepts of moisture equilibria and moisture changes in soils.” Moisture Equilibria and Moisture Changes in Soils Beneath Covered Areas, A Symposium in Print, Butterworths, Sydney, Australia, 7–21.
Aldea, C., Shah, S., and Karr, A. (1999). “Effect of cracking on water and chloride permeability on concrete.” J. Mater. Civ. Eng., 181–187.
Bergman, T. L., and Incropera, F. P. (2011). Fundamentals of heat and mass transfer, Wiley, Hoboken, NJ.
Bolz, R. E., and Tuve, G. L. (1976). CRC Handbook of tables for applied engineering science, 2nd Ed., CRC, Cleveland, OH.
Bruce, R. R., and Klute, A. (1956). “The measurement of soil moisture diffusivity.” Soil Sci. Soc. Am. J., 20(4), 458–462.
Bulut, R., Chen, L., Mantri, S., Amer, O., Tian, Y., and Zaman, M. (2014). “Drying shrinkage problems in high PI subgrade soils.” ODOT SP&R Item No. 2236, Oklahoma DOT, Oklahoma City.
Edlefsen, N. E., and Anderson, A. B. C. (1943). “Thermodynamics of soil moisture.” Hilgardia, 15(2), 31–298.
El-Garhy, B., and Wray, W. (2004). “Method for calculating the edge moisture variation distance.” J. Geotech. Geoenviron. Eng., 945–955.
Gay, D. A. (1994). “Development of a predictive model for pavement roughness on expansive clay.” Ph. D. dissertation, Texas A&M Univ., College Station, TX.
Jang, S. Y., Kim, B. S., and Oh, B. H. (2011). “Effect of crack width on chloride diffusion coefficients of concrete by steady-state.” Cem. Concr. Res., 41(1), 9–19.
Jayatilaka, R. (1999). “A model to predict expansive clay roughness in pavements with vertical moisture barriers.” Ph. D. dissertation, Texas A&M Univ., College Station, TX.
Jury, W. A., Gardner, W. R., and Gardner, W. H. (1991). Soil physics, 5th Ed., Wiley, New York.
Knight, M. J. (1971). “Structural analysis of selected duplex soils.” Doctoral dissertation, Univ. of Melbourne, Melbourne, Australia.
Konrad, J. M., and Ayad, R. (1997). “Desiccation of sensitive clay: Field experimental observations.” Can. Geotech. J., 34(6), 929–943.
Laliberte, G. E., and Corey, A. T. (1967). “Hydraulic properties of disturbed and undisturbed soils.” Permeability and capillarity of soils, ASTM, Philadelphia, 56–71.
Long, X. (2006). “Prediction of shear strength and vertical movement due to moisture diffusion through expansive soils.” Doctoral dissertation, Texas A&M Univ., College Station, TX.
Luo, R., and Prozzi, J. A. (2007). “Using geogrids to minimize reflective longitudinal cracking on pavements over expansive soils.” Transportation Research Record, 2004, 115–127.
Luo, R., and Prozzi, J. A. (2010). “Development of longitudinal cracks on pavement over shrinking expansive subgrade.” Road Mater. Pavement Des., 11(4), 807–832.
Lytton, R. L., Aubeny, C. P., and Bulut, R. (2005). “Design procedure for pavements on expansive soils.” TxDOT Rep. No. 0-4518-1, Texas Transportation Institute, College Station, TX.
Mabirizi, D., and Bulut, R. (2010). “Unified testing method for measuring diffusion coefficients for unsaturated soil drying and wetting in laboratory.” Transportation Research Record, 2170, 109–118.
McKeen, R., and Johnson, L. (1990). “Climate-controlled soil design parameters for mat foundation.” J. Geotech. Engrg., 1073–1094.
Mitchell, P. W. (1979). “The structural analysis of footings on expansive soil.” Research Rep. No. 1, Kenneth W. G. Smith and Associates, Newton, South Australia, 1–159.
Olsen, S. R., and Kemper, W. D. (1968). “Movement of nutrients to plant roots.” Adv. Agron., 20, 91–151.
Sposito, G. (1981). The thermodynamics of soil solutions, Oxford University Press, Oxford, U.K.
Uday, K. V., and Singh, D. N. (2013). “Application of laser microscopy for studying crack characteristics of fine-grained soils.” Geotech. Test. J., 36(1), 1–9.
Wang, K., Jansen, D. C., and Shah, S. P. (1997). “Permeability study of cracked concrete.” Cem. Concr. Res., 27(3), 381–393.
Wray, W., El-Garhy, B., and Youssef, A. (2005). “Three-dimensional model for moisture and volume changes prediction in expansive soils.” J. Geotech. Geoenviron. Eng., 311–324.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 17Issue 8August 2017

History

Received: Feb 18, 2016
Accepted: Oct 24, 2016
Published online: Feb 13, 2017
Discussion open until: Jul 13, 2017
Published in print: Aug 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Lizhou Chen, M.ASCE
Geotechnical Engineer, AECOM, 1255 Broad St., Clifton, NJ 07012; formerly, Ph.D. Student, Oklahoma State Univ., Stillwater, OK 74078.
Rifat Bulut, M.ASCE [email protected]
Associate Professor, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078 (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