References
[1]. Indian Standards, (1980). Determination of Specific
Gravity (IS 2720-Part 3). Bureau of Indian Standards, New
Delhi, India.
[2]. Indian Standards, (1985). Grain Size Analysis (IS 2720-
Part 4). Bureau of Indian Standards, New Delhi, India.
[3]. Indian Standards, (1970). Classification and
Identification of Soils for General Engineering Purposes (IS
1498). Bureau of Indian Standards, New Delhi, India.
[4]. Indian Standards, (1985). Determination of Liquid Limit
and Plastic Limit of Soils (IS 2720-Part 5). Bureau of Indian
Standards, New Delhi, India.
[5]. Indian Standards, (1980). Determination of Water
Content-Dry Density Relation using Light Compaction (IS
2720-Part 7). Bureau of Indian Standards, New Delhi, India.
[6]. Indian Standards, (1991). Determination of
Unconfined Compressive Strength of Soils (IS 2720-Part 10).
Bureau of Indian Standards, New Delhi, India.
[7]. A.S Muntohar, (2002). “Utilization of uncontrolled burnt
Rice husk ash in soil improvement”. Dimensi Teknik Sipil, Vol.
4, No. 2, pp.100 – 105.
[8]. Laxmikant Yadu, T. Rajesh Kumar, and Dharamveer
Singh, (2011). “Comparison of fly ash and rice husk ash
stabilized with black cotton soil”. International Journal of
Earth Science and Engineering, Vol. 4, No. 16, pp. 42-45.
[9]. Z. Ali Rahman, H. Hasan Ashari, A.R. Sahibin, L. Tukimat,
and J. Wan Muhammad Razi, (2014). “Effect of Rice husk
ash additional on geotechnical characteristics of treated
residual soil”. Am-Euras. J. Agric. & Environ. Sci., Vol. 14,
No.12, pp.1368 -1377.
[10]. Mohd Qasim, Aroj Bashir, Mubhasher Tanvir, and
Malik Mohd Anees, (2015). “Effect of rice husk ash on soil stabilization”, Bulletin of Energy Economics, Vol. 3, No. 1,
pp. 10-17.
[11]. Ajay kumar, M. Kalyani, Devendra Kumar and Om
Prakash, (2012). “Properties of industrial application of rice
husk”. International Journal of Emerging Technology and
Advanced Engineering, Vol. 2, No. 10, pp. 86-90.
[12]. O. Okafor and N. Okonkwo, (2009). “Effect of rice husk
ash on some geotechnical properties of lateritic soil”.
Leonardo Electronic Journal of Practices Technologies,
Vol. 15, pp. 67-74.
[13]. Musa Alhassan, (2008). “Potentials of rice husk ash for
soil stabilization”. AU JT, Vol.11, No. 4, pp. 246-250.
[14]. R. Rathan Raj, S. Banupriya, and R. Dharani, (2016).
“Stabilization of soil using rice husk ash”. International
Journal of Computational Engineering Research, Vol. 6,
No. 2, pp. 43-50.
[15]. Robert M. Brooks, (2009). “Soil stabilization with fly ash
and rice husk ash”. International Journal of Research and
Reviews in Applied Sciences, Vol. 1, No. 3, pp. 209-217.
[16]. A.V Narasimha Rao, B. Penchalaiah, M. Chittaranjan,
and P. Ramesh, (2014). “Compressibility behaviour of black
cotton soil admixed with lime and rice husk ash”.
International Journal of Research in Science, Engineering
and Technology, Vol. 3, No. 4, pp. 11473-11480.
[17]. A.O. Eberemu and H. Sada, (2013). “Compressibility
characteristics of compacted black cotton soil treated with
rice husk ash”. Nigerian Journal of Technology, Vol. 32, No.
3, pp. 507-521.
[18]. Nitish Puri, Jagdish Chand, and Aditya Agrawal,
(2013). “Engineering properties of highly compressible clay
stabilized pozzolanic wastes”. International Journal of Civil
Structural, Environmental, and Infrastructure Engineering
Research and Development, Vol. 3, No. 5, pp.197-206.
[19]. P. Pravin, H.K Mahiyar, (2014). “An experimental study
on black cotton soil, stabilized with rice husk ash, fly ash,
and lime”. International Journal of Engineering Research
and Technology, Vol. 3, No. 11, pp. 664-665.