References
[1]. Agbede, I.O., and Joel, M. (2011). “Effect of
carbide
waste on the properties of Makurdi shale and burnt bricks
made from the admixtures”, American Journal of Scientific
and Industrial Research, Vol.2 (4), pp.670 - 673.
[2]. Amit S. Kharade, Vishal V. Suryavanshi, Bhikaji S.
Gujar,
and Rohankit R. Deshmukh. (2014). “Waste product
'Bagasse ash' from sugar industry can be used as stabilizing
material for expansive soils”, International Journal of
Research in Engineering and Technology, Vol.3(3), pp.506 -
512.
[3]. BairwaRamlakhan, Saxena Anil Kumar, and Arrora,
T.R. (2013). “Effect of lime and fly ash on Engineering
properties of black cotton soil”, International Journal of
Emerging Technology and Advanced Engineering, Vol.3
(11), pp.535 - 541.
[4]. Basha, E.A., Hashim, R., Mahmud, H.B., and Muntohar,
A.S. (2005). “Stabilization of residual soil with rice husk ash
and cement”, Construction and Building Materials, Vol.19
(6), pp.448 - 453.
[5]. ChayanGupta, and Ravi Kumar Sharma. (2014).
“Influence of micro silica fume on sub grade
characteristics of expansive soil”, International Journal of Civil
Engineering Research, Vol.5 (1), pp.77 - 82.
[6]. Geographical features. (2014, May 29).
“Ramanathapuram district”. Retrieved from http://www.
ramnad.tn.nic.in/geo.htm
[7]. Geography of India part 1. (2014, June 1).
“UPSC civil
services notes”. Retrieved from http://nagahistory.
wordpress.com/2014/05/19/geography-of-india-part-i/
[8]. Gyanen.Takhelmayum, Savitha. A.L., and KrishaGudi.
(2013). “Laboratory study on soil stabilization using fly ash
mixtures”, International Journal of Engineering Science
and Innovative Technology, Vol.2 (1), pp.477 - 482.
[9]. IS 1077. (1992). “Common burnt clay building
bricks –
Specification (fifth revision)”, Bureau of Indian standards,
New Delhi.
[10]. IS 3495 (parts 1 to 3). (1992). “Methods of
tests of burnt
clay building bricks (third revision)”, Bureau of Indian
standards, New Delhi.
[11]. Jagmohan Mishra, Yadav, R.K., and Singhai, A.K.
(2014). “Effect of granite dust on index properties of lime
stabilized black cotton soil”, International Journal of
Engineering Research and Science & Technology, Vol.3 (1),
pp.19 - 23.
[12]. Javier Fernando Camacho Tauta, Oscar Javier
Reyes Ortiz, Catalina MayorgaAntolinez, and Dolly
Fernanda Mendez G.(2006). “Evaluation of additives used
in treatment of expansive clays”, Universidad Militar Nueva
Granada Columbia, Vol.16 (2), pp.45 - 53.
[13]. Krishhnamurthy, N. R., Masthanayya, G., and
Gopalakrishnayya, A. (1994). “Characteristics of fly ash
treated black cotton soil bricks”, Journal of the Institution of
Engineers (India) - CV, Vol.74, pp.184 - 186.
[14]. Manasseh Joel, and Issac O. Agbede. (2010).
“Cement stabilization of Igumale shale lime admixture for
use as flexible pavement construction material”, Electronic
Journal of Geotechnical Engineering, Vol.15, pp.1661 -
1673.
[15]. Mir, B.A. (2013). “Effect of fly ash on
swelling potential
of BC soil”, Proceedings of Indian Geotechnical
Conference on Geotechnical Advances and
NovalGeomechanical Applications, December 22 - 24,
Roorkee, 1-9, Vol.1, pp.1-9.
[16]. Nadgouda, K.A., and Hegde, R.A. (2010). “The
effect
of lime stabilization on properties of black cotton soil”,
Indian Geotechnical Conference - 2010, GEOtrendz, IGS
Mumbai Chapter and IIT Bombay, December 16 - 18,
pp.511 - 514.
[17]. Ogundalu, A.O., Oyekan, G.L., and Meshida. (2013).
“Effects of steel mill scale on the strength characteristics of
expansive clay soils (Black cotton clay soil)”, International
Institute for Science, Technology and Education, Civil and
Environmental Research, Vol.3(12), pp.52 - 62.
[18]. Oriola, F.O.P., and Moses, G. (2011).
“Compacted
black cotton soil treated with cement kiln dust as hydraulic
barrier material”, American Journal of Scientific and
Industrial Research, Vol.2 (4), pp.521 - 530.
[19]. Oriola, Folagbade and Moses, George. (2010).
“Groundnut shell ash stabilization of black cotton soil”,
Electronic Journal of Geotechnical Engineering, 15, Bund.
E, Vol. 15, pp.415 - 428.
[20]. Oyekan, G.L., Meshida, E. A., and Ogundalu, A. O.
(2013). “Effect of ground polyvinyl waste on the strength
characteristics of black cotton clay soil”, Journal of
Engineering and Manufacturing Technology, Vol.1 (1), pp.1
- 10.
[21]. Oza, J.B., and Gundaliya, P.J. (2013). “Study
of black
cotton soil characteristics with cement waste dust and
lime”, Procedia Engineering, Vol.51, pp.110 - 118.
[22]. Prasad Dahale, and Vaishali J. Rajurkar. (2014).
“Effect of rice husk ash on lime stabilized black cotton
soil”,
International Journal of Applied Engineering Research,
Vol.9 (2), pp.219 - 222.
[23]. Rajasekaran, G. (2005). “Sulphate attack and
ettringite formation in the lime and cement stabilized
marine clays”, Ocean Engineering, Vol.32 (8-9), pp.1133 -
1159.
[24]. Ramanathapuram district. (2014, May 29). “In
Wikipedia”. Retrieved from http://en.wikipedia.org/wiki/
Ramanathapuram_district
[25]. Soils in India: Indian geography. (2014, June 1).
“Bit4all”. Retrieved from
http://www.bit4all.com/topic/soilstypes-
indian-geography/
[26]. Udayashankar D. Hakari, and Puranik, S.C. (2012).
“Stabilisation of black cotton soils using fly ash, Hubballi-
Dharwad municipal corporation area, Karnataka, India”,
Global Journal of Research in Engineering, Civil and
Structural Engineering, Vol.12 (2), Version 1.0, pp.21 - 29.
