TECHNICAL PAPERS
Dec 1, 2007

In-Place Stabilization of Pond Ash Deposits by Hydrated Lime Columns

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 133, Issue 12

Abstract

Abandoned coal ash ponds cover up vast stretches of precious land and cause environmental problems. Application of suitable in situ stabilization methods may bring about improvement in the geotechnical properties of the ash deposit as a whole, converting it to a usable site. In this study, a technique of in-place stabilization by hydrated lime columns was applied to large-scale laboratory models of ash ponds. Samples collected from different radial distances and different depths of the ash deposit were tested to study the improvements in the water content, dry density, particle size distribution, unconfined compressive strength, pH, hydraulic conductivity, and leachate characteristics over a period of one year. The in-place stabilization by lime column technique has been found effective in increasing the unconfined compressive strength and reducing hydraulic conductivity of pond ash deposits in addition to modifying other geotechnical parameters. The method has also proved to be useful in reducing the contamination potential of the ash leachates, thus mitigating the adverse environmental effects of ash deposits.

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Acknowledgments

The research work reported in this paper was conducted in the Department of Civil Engineering, Indian Institute of Technology Kharagpur, West Bengal, India where the first and second writers have been research scholar and professor, respectively, until recently. The writers acknowledge the financial support received under the Quality Improvement Program of the Ministry of Human Resource Development, Government of India.

References

APHA-AWWA-WPCF. (1989). “Standard methods for the examination of water and wastewater.” L. S. Clesceri et al. eds., 17th Ed., APHA-AWWA-WPCF, Washington, D.C.
ASTM. (1992). “ASTM standards on soil stabilization with admixtures.” ASTM, 2nd Ed., Philadelphia.
Bowders, J. J., Gidley, J. S., and Usmen, M. A. (1990). “Permeability and leachate characteristics of stabilized class F fly ash.” Transportation Research Record. 1288, Transportation Research Board, National Research Council, Washington, D.C., 70–77.
Broms, B. B., and Boman, P. (1979). “Lime columns—A new foundation method.” J. Geotech. Engrg. Div., 105(4), 539–556.
Bros, B. (1981). “Pollution from ash lagoons and use of ash for embankments.” Proc., 10th Int. Conf. on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, Vol. 2, 309–312.
Chand, S. K. (2003). “Lime stabilization of pond ash by in-place and mixing methods: Geoenvironmental and strength considerations.” Ph.D. thesis, Indian Institute of Technology, Kharagpur, India.
Chand, S. K., and Subbarao, C. (2006). “Lime migration in pond ash deposits stabilized by hydrated lime columns.” Electron. J. Geotech. Eng., 11(B).
Ghosh, A., and Subbarao, C. (1998). “Hydraulic conductivity and leachate characteristics of stabilized fly ash.” J. Environ. Eng., 124(9), 812–820.
Ghosh, A., and Subbarao, C. (2001). “Microstructural development in fly ash modified with lime and gypsum.” J. Mater. Civ. Eng., 13(1), 65–70.
Ghosh, A., and Subbarao, C. (2006a). “Leaching of lime from fly ash stabilized with lime and gypsum.” J. Mater. Civ. Eng., 18(1), 106–115.
Ghosh, A., and Subbarao, C. (2006b). “Tensile strength bearing ratio and slake durability of class F fly ash stabilized with lime and gypsum.” J. Mater. Civ. Eng., 18(1), 18–27.
Gidley, J. S., and Sack, W. A. (1984). “Environmental aspects of waste utilization in construction.” J. Environ. Eng., 110(6), 1117–1133.
Handy, R. L., and Williams, W. W. (1967). “Chemical stabilization of an active landslide.” Civ. Eng. (N.Y.), 37(8), 62–65.
Joshi, R. C., McMaster, H. M., and Duncan, D. M. (1975). “New and conventional engineering uses of fly ash.” Transp. Engrg. J., 101(4), 791–806.
Joshi, R. C., Natt, G. S., and Wright, P. J. (1981). “Soil improvement by lime-fly ash slurry injection.” Proc., 10th Int. Conf. on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, Vol. 3, 707–712.
Lundy, H. L., Jr., and Greenfield, B. J. (1968). “Evaluation of deep in situ soil stabilization by high pressure lime slurry injection.” Highway Research Record No. 235, 27–34.
Malhotra, V. M. (1994). “Fly ash in concrete.” 2nd Ed., CANMET Publication on Concrete, Ottawa, Canada.
Marcu, A., Slujitoru, B., and Nabosnyi, A. (1999). “Lagooned power station ashes: Static and dynamic properties—Reuse for highway embankments.” Proc., Geotechnical Engineering for Transportation Infrastructure, Barends et al. eds., Balkema, Rotterdam, The Netherlands, 167–172.
Skarzynska, K. M., Rainbow, A. K. M., and Zawisza, E. (1989). “Characteristics of ash in storage ponds.” Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Brazil, 1915–1918.
Terashi, M., and Tanaka, H. (1981). “Ground improvement by deep mixing method.” Proc., Int. Conf. on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, 777–780.
U.S. Environmental Protection Agency (USEPA). (2002). “Current drinking water standards.” Rep. No. EPA 816-F-02-013, Environmental Protection Agency, Washington, D.C.
Usmen, M. A., and Bowders, J. J. (1990). “Stabilization characteristics of class F fly ash.” Transportation Research Record. 1288, Transportation Research Board, Washington, D.C. 59–69.
World Health Organization (WHO). (1996). Guidelines for drinking water quality, 2nd Ed., Vol. 2, World Health Organization, Geneva.
Wright, P. J. (1973). “Lime slurry pressure injection tames expansive clays.” Civ. Eng. (N.Y.), October, 42–45.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 133Issue 12December 2007
Pages: 1609 - 1616

History

Received: Jun 22, 2005
Accepted: Jan 11, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007

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Authors

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Sudeep Kumar Chand
Professor, Dept. of Civil Engineering, Indira Gandhi Institute of Technology, Sarang 759146, Orissa, India (corresponding author). E-mail: [email protected]
Chillara Subbarao
Adviser-Consultant, Geo-environ, D-3 Garud Heritage, Aundh, PUNE 411007, India; formerly, Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur. E-mail: [email protected]

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