References
[1]. Behera, B., and Mishra, M. K. (2012). “Microstructure
and Leaching Characteristics of Fly Ash - Mine Overburden
- Lime Mixtures.” International Conference on Chemical, Civil and Environment Engineering (ICCEE'2012).
[2]. Chand, S. K. and Subbarao, C. (2007). “In-Place
Stabilization of Pond Ash Deposits by Hydrated Lime
Columns” Journal of Geotechnical and Geoenvironmental
Engineering, Vol. 133, No. 12, December 1, ASCE, ISSN
1090-0241/2007/12-1609–1616.
[3]. Ghosh, A., and Subbarao, C. (1998). “Hydraulic
conductivity and leachate characteristics of stabilized fly
ash.” J. Environ. Eng., Vol.124, No.9, pp.812–820.
[4]. Ghosh, A., and Subbarao, C. (2001). “Microstructural
development in fly ash modified with lime and gypsum.”, J.
Mater. Civ. Eng., 2001.13:65–70.
[5]. Ghosh, A., and Subbarao, C. (2006). “Leaching of Lime
from Fly Ash Stabilized with Lime and Gypsum.” J. Mater.
Civ. Eng., 2006.18:106 – 115.
[6]. Guleria, S. P., and Dutta, R. K. (2013). “Durability and
Leachate Analysis of Fly Ash - Lime – Gypsum Composition
Mixe d With Treated Tire Chips. ” , Journal of
GeoEngineering., Vol. 8, No. 2, pp. 33 – 40, August 2013.
[7]. Kishan, D., Dindorkar, N. and Shrivastava, R., (2012).
“Characteristics of Low Lime Fly Ash Stabilized with Lime and
Gypsum,” International Conference on Future
Environment and Energy, IPCBEE Vol. 28 (2012), IACSIT
press, Singapore.
[8]. Sengupta, S. and Miller, H. J. (1999). “Preliminary
investigation of tire shreds for use in residential subsurface
leaching field systems.” Chelsea Center for Recycling and
Economic Development, Technical Report #12, University
of Massachusetts.
[9]. Sridevi, G, Rao, A. Sreerama and Prasad, S. S. Vara,
(2010). “Leaching Studies of Lime-Stabilized Fly Ash Mixes.”
Indian Geotechnical Conference .
