References
- Al-Amoudi, O.S.B., Khan, K. and Nasser Saban Al Kahtani, N.S., 2010. Stabilization of a Saudi calcareous marl soil. Construction and Building Materials, 24 (10), 1848–1854.
- ASTM C618, 2012. Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. ASTM.
- Basha, E.A., Hashim, R. and Mahmud, H.B. Muntohar, A.S., 2005. Stabilization of residual soil with rice husk ash and cement. Construction and Building Materials, 19, 448–453.
- Bhuvaneswari, S., Robinson, R.G. and Gandhi, S.R., 2013. Behaviour of lime treated cured expansive soil composites. Indian Geotechnical Journal, 44 (3), 278–293.
- Hossain, K.M.A., 2011. Stabilized soils incorporating combinations of rice husk ash and cement kiln dust. Journal of Materials in Civil Engineering, 23, 1320–1327.
- IS: 2720, 2006. Compendium of Soil Testing. Bureau of Indian Standards. New Delhi.
- Khoury, N. and Zaman, M., 2007. Environmental effects on durability of aggregates stabilized with cementitious materials. Journal of Material in Civil Engineering 19 (1), 41–48.
- Kim, D. and Siddiki, N., 2004. Lime kiln dust and lime–A comparative study in Indiana. Proceedings of Transportation Research Board 2004 Annual Meeting, CD-ROM. Washington, DC: Transportation Research Board.
- Little, D.L., 2000. Evaluation of structural properties of lime stabilized soils and Aggregates Rep. Prepared for National Lime Association. Arlington, Va.
- Madhusudhana, B., 2013. A survey of area, production and productivity of groundnut crop in India. IOSR Journal of Economics and Finance, 9 (3), 1–7.
- Moon, D.H., Grubb, D.G., and Reilly, T.L., 2009. Stabilization/ solidification of selenium-impacted soils using Portland cement and cement kiln dust. Journal of Hazardous Materials, 168 (2–3), 944–951.
- Muntohar, A.S. and Hantoro, G., 2000. Influence of the rice husk ash and lime on engineering properties of clayey subgrade. Electronic Journal of Geotechnical Engineering, 5, paper 19.
- Oriola, F. and Moses, G., 2010. Groundnut shell ash stabilization of black cotton soil. Electronic Journal of Geotechnical Engineering, bundle E, paper 10.
- Prabakar, J., Dendorkar, N. and Morchhale, R.K., 2004. Influence of fly ash on strength behaviour of typical soils. Construction and Building Materials, 18, 263–267.
- Sharma, N.K., Swain, S.K. and Sahoo, U.C., 2012. Stabilization of a clayey soil with fly ash and lime: a micro level investigation. Geotechnical and Geological Engineering, 30 (5), 1197–1205.
- Senol, A., Edil, T.B., Bin-Shafique, M.S., Hector, A.A. and Craig, H.B., 2006. Soft subgrades’ stabilization by using various fly ashes. Resource Conservation and Recycling, 46 (4), 365–376.
- Sezer, A., Inan, G., Yilmaz, H.R. and Ramyar, K., 2006. Utilization of a very high lime fly ash for improvement of Izmir clay. Building and Environment, 41 (2), 150–155.
- Solanki., P., Khoury, N. and Zaman, M.M., 2009. Engineering properties and moisture susceptibility of silty clay stabilized with lime, Class C fly ash, and cement kiln dust. Journal of Material in Civil Engineering, 21, 749–757.
- Zhang, M.H., Lastra, R. and Malhotra, V.M., 1996. Rice husk ash paste and concrete: some aspects of hydration and the microstructure of the interfacial zone between the aggregate and paste. Cement Concrete Research, 26 (6), 963–977.