References
[1]. IS 1498, (1970). “Classification and identification of soils
for general engineering purposes”. Bureau of Indian
Standards, New Delhi, India.
[2]. IS 2720-Part 5, (1985). “Determination of liquid limit and
plastic limit of soils”. Bureau of Indian Standards, New Delhi,
India.
[3]. IS 2720-Part 3, (1980). “Determination of specific
gravity”. Bureau of Indian Standards, New Delhi, India.
[4]. IS 2720-Part 4, (1985). “Grain size analysis”. Bureau of
Indian Standards, New Delhi, India.
[5]. IS:2720-Part7,(1980). “Determination of water contentdry
density relation using light compaction”. Bureau of
Indian Standards, New Delhi, India.
[6]. IS:2720-Part13, (1986). “Methods of direct shear test for
soils”. Bureau of Indian Standards, New Delhi, India.
[7]. IS 2720-Part 10 (1991). “Determination of unconfined
compressive strength of soils”, Bureau of Indian Standards,
New Delhi, India.
[8]. IS 2720-Part16 (2002). “Laboratory determination of
CBR”, Bureau of Indian Standards, New Delhi, India.
[9]. IS 2720-Part 17 (1986). “Laboratory determination of
permeability of soils”, Bureau of Indian Standards, New
Delhi, India.
[10]. Abeer Sabri Bshara, Er.Y.K.Bind and et.al., (2014).
“Effect of Stone Dust on Geotechnical Properties of Poor
Soil”. International Journal of Civil Engineering and
Technology (IJCIET), Vol. 5, No. 4, pp. 37-47.
[11]. Akshaya Kumar Sabat, Bidula Bose (2013).
“Improvement in Geotechnical Properties of an Expansive
Soil using Fly Ash -Quarry Dust Mixes”, EJGE, Vol. 18.
[12]. Arun Patidar and Dr. H.K. Mahiyar (2014). “An
Experimental Study on Stabilization of Black Cotton Soil
Using HDPE Wastage Fibres, Stone Dust & Lime”.
International Journal of Advanced Scientific and Technical
Research, Vol. 6, No. 4.
[13]. Dr. M.S. Dixit, Dr. K.A. Patil (2016). “Utilization Of Stone
Dust To Improve The Properties of Expansive Soil”.
International Journal of Civil Engineering and Technology
(IJCIET), Vol. 7, No. 4, pp. 440–447 Article ID:
IJCIET_07_04_039.
[14]. H. Venkateswarlu, A.C.S.V Prasad and et al., (2015).
“Study on Behaviour of Expansive Soil Treated With Quarry
Dust”, International Journal of Engineering and Innovative
Technology (IJEIT), Vol. 4, No. 10.
[15]. K. Suresh (2009). “Experimental Study On Stabilization
Of Black Cotton Soilwith Stone Dust And Fibers”. IGC 2009,
Guntur, India.
[16]. NamanAgarwal, (2015). “Effect of Stone Dust On
Some Geotechnical properties Of Soil”. IOSR Journal of
Mechanical and Civil Engineering, Vol. 12, No. 1, pp. 61-
64.
[17]. P. Indiramma and Dr.Ch. Sudharani, (2016). “Use of
Quarry Dust for Stabilising ExpansiveSoil”. International
Journal of Innovative Research in Science, Engineering
and Technology , Vol. 5, INo. 1.
[18]. Ramadas T.L, Kumar, N. Darga and et.al, (2010).
“Swelling and Strength Characteristics of Expansive Soil
Treated with Stone Dust and Fly Ash”. Indian Geotechnical
Conference – 2010, GEOtrendz, December 16–18, 2010
IGS Mumbai Chapter & IIT Bombay
[19]. Ravi Shankar Mishra and Brajesh Mishra, (2015).
“Improvement in Characteristics of Expansive Soil by Using
Quarry Waste and Its Comparison with Other Materials like
Cement and Lime Being Used For Soil Improvement-A
Comparative Study”. International Journal of Innovative
Research in Science, Engineering and Technology, Vol. 4,
No. 8.
[20]. U. Arun Kumar and Kiran B. Biradar, (2014). “Soft
Subgrade Stabilization With Quarry Dust-An industrial
Waste”. International Journal of Research in Engineering
and Technology, Vol. 03, No. 08
