Modeling of Clay Liner Desiccation
Publication: International Journal of Geomechanics
Volume 5, Issue 1
Abstract
The potential for the desiccation of clay liner component of composite liners due to temperature field generated by breakdown of organic matter in municipal solid waste landfills is examined using a model proposed by Zhou and Rowe. In these analyses, a set of fully coupled governing equations expressed in terms of displacement, capillary pressure, air pressure, and temperature increase are used, and numerical results are solved by using finite element method with a mass-conservative numerical scheme. The model results are shown to be in encouraging agreement with experimental data for a problem involving heating of a landfill liner. The fully coupled transient fields (temperature, horizontal stress change, suction head, and volumetric water content) are then examined for two types of composite liner system, one involving a geomembrane over a compacted clay liner (CCL) and the other involving a geomembrane over a geosynthetic clay liner (GCL). It is shown that there can be significant water loss and horizontal stress change in both the CCL and GCL liner even with a temperature increase as small as 20°C. The time to reach steady state decreases as boundary temperature increases. Under a 30°C temperature increase, it takes 5 years to reach the steady state water content with a GCL liner but 50 years with a CCL liner. The effects of various parameters, such as hydraulic conductivity and thickness of the liner, on the performance of the liner are discussed.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The financial support of the Natural Sciences and Engineering Research Council of Canada (NSERC), Terrafix Geosynthetics Inc, the Centre for Research in Earth and Space Technology (CRESTech), and Naue Fasertechnik GmbH & Co. are gratefully acknowledged.
References
Abu-Hejleh, A. N., and Znidarcic, D. (1995). “Desiccation theory for soft cohesive soils.” J. Geotech. Eng. 121(6), 493–502.
Alonso, E. E., Battle, F., Gens, A., and Lloret, A. (1988). “Consolidation analysis of partially saturated soils-application to earch dam construction.” Proc., 6th Int. Conf. Numerical Methods Geomechanics, Innsbruck, Australia, 1303–1308.
Barone, F. S., Costa, J. M. A., and Ciardullo, L. (1997). “Temperature at the base of a municipal solid waste landfill.” Proc., 50th Canadian Geotechnical Conf., Ottawa, October, 144–152.
Celia, M. A., Boulouton, E. T., and Zarba, R. L. (1990). “A general mass conservation numerical solution for the unsaturated flow equation.” Water Resour. Res., 26, 1483–1496.
Collins, H. J. (1993). “Impact of the temperature inside the landfill on the behavior of barrier systems.” Proc., 4th Int. Landfill Symp. Cagliari, Italy, 417–432.
Dakshanamurthy, V., and Fredlund, D. G. (1981). “A mathematical model for predicting moisture flow in an unsaturated soil under hydraulic and temperature gradient.” Water Resour. Res., 17, 714–722.
Döll, P. (1996). “Modeling of moisture movement under the influence of temperature gradients: desiccation of mineral liners below landfills.” PhD thesis, Technical Univ. of Berlin, Berlin.
Döll, P. (1997). “Desiccation of mineral liners below landfills with heat generation”. J. Geotech. Geoenviron. Eng. 123(11), 1001–1009.
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.
Geraminegad, M., and Saxena, S. K. (1986). “A coupled thermoelastic model for saturated-unsaturated porous media.” Geotechnique, 36, 539–550.
Gottheil, K.-M., and Brauns, J.(1995). “Thermische einflusse auf die dichtwirkung von kombinationsdichtungen—Messungen an einem testfeld.” BMBF-Verbundforschungsvorhaben Weiterentwicklung von Deponieabdichtungssystemen, H. August, U. Holzlohner, and T. Meggyes, eds. Vol. 3, Bundesanstalt fur Materialforschung und -Prufung Berlin, Berlin, 175–184.
Heibrock, G. (1997). “Desiccation cracking of mineral sealing liners.” Proc., 6th Int. Landfill Symp. Vol. 3, 101–113.
Kodikara, J., Barbour, S. L., and Fredlund, D. G. (1999). “Changes in clay structure and behavior due to wetting and drying.”
Lloret, A., and Alonso, E. E.(1985). “State surface for partially saturated soils.” Proc., 11th ICSMFE, Vol. 2, San Francisco, 557–562.
Milly, P. C. D. (1984). “A simulation analysis of thermal effects on evaporation from soil.” Water Resour. Res., 20, 1087–1098.
Mualem, Y. (1976). “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res., 12, 1248–1254.
Navarro, V., Gens, A., Lloret, A., and Alonso, E. E. (1993). “Development of a computer code for the analysis of coupled thermo-hydro-mechanical boundary value problems.” Proc., 3rd Int. Workshop on Clay Barriers, Bergamo, Italy.
Rowe, R. K., Quigley, R. M., Brachman, R. W. I, and Booker, J. R. (2004). Barrier systems for waste disposal facilities, Taylor & Francis (E&FN Spon), London.
Scanlon, B. R., and Milly, P. C. D. (1994). “Water and heat fluxes in desert soils, 2. Numerical simulations.” Water Resour. Res., 30, 721–733.
Sisler, H. H., Vanderwerf, C. A., and Davidson, A. W. (1953). General chemistry - A systematic approach, Macmillan, New York.
Thomas, H. R., and Sansom, M. R. (1995). “Fully coupled analysis of heat, moisture and air transfer in unsaturated soil.” J. Eng. Mech. 121(3), 392–405.
Thomas, H. R., He, Y., Sansom, M. R., and Li, C. L. W. (1996). “On the development of a model of the thermo-mechanical-hydraulic behavior of unsaturated soils.” Eng. Geol. (Amsterdam), 41, 197–218.
Yang, D. Q., Rahardjo, H., Leong, E. C., and Choa, V. (1998). “Coupled model for heat, moisture, air flow, and deformation problems in unsaturated soils.” J. Eng. Mech., 124(12), 1331–1338.
Yoshida, H., Tanaka, N., and Hozumi, H. (1997). “Theoretical study on heat transport phenomena in a sanitary landfill.” Proc., 6th Int. Landfill Symp., Vol. 1, Cagliari, Italy, 110–119.
Zhou, Y., Rajapakse, R. K. N. D., and Graham, J. (1998). “Coupled heat-moisture-air transfer in deformabel unsaturated media.” J. Eng. Mech., 124(10), 1090–1099.
Zhou, Y., and Rowe, R. K. (2003). “Development of a technique for modeling clay liner desiccation.” Int. J. Numer. Analyt. Meth. Geomech., 27 (6), 473–493.
Information & Authors
Information
Published In
Copyright
© 2005 ASCE.
History
Received: Jul 1, 2002
Accepted: Jul 28, 2004
Published online: Mar 1, 2005
Published in print: Mar 2005
Authors
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.