References
[1]. Kumar V., Mathur M., and Sinha S.S., (2005). “A Case
Study: Manifold Increase in Fly Ash Utilization in India”. Fly Ash
Utilization Programme (FAUP), Fly Ash India, New Delhi.
[2]. Dinakar P., Babu K.G., and Santhanam M., (2008).
“Durability Properties of High Volume Fly Ash self-
Compacting Concretes”. Cement and Concrete
Composites, Vol. 30, No. 10, pp. 880 – 886.
[3]. Badogiannis E., and Tsivilis S., (2009). “Exploitation of
Poor Greek Kaolins: Durability of metakaolin Concrete”.
Cement and Concrete Composites, Vol. 31, No. 2, pp.128-
133.
[4]. Baghabra Al-Amoudi O.S., Al-Kutti W.A., Ahmad S., and
Maslehuddin, M., (2009). “Correlation Between
Compressive Strength and Certain Durability Indices of
Plain and Blended Cement Concretes”. Cement and
Concrete Composites, Vol. 31, No. 9, pp. 672-676.
[5]. Pawan Kalla, Anurag Misra, Ramesh Chandra Gupta,
Laszlo Csetenyi, Vimal Gahlot, and Amarnath Arora,
(2013). “Mechanical and Durability Studies on Concrete
Containing Wollastonite–Fly Ash Combination”.
Construction and Building Materials Vol. 40,
pp.1142–1150.
[6]. EFNARC, (2005). European Guidelines for Self-
Compacting Concrete, Specification, Production and
Use. Engineering Curtin University of Technology, Perth,
Australia.
[7]. Bureau of Indian Standards, (1959). Indian Standard
Methods of Tests for Strength of Concrete (IS: 516 (1959)),
New Delhi, India.
[8]. Bureau of Indian Standards, (1999). Indian Standard
Splitting Tensile Strength of Concrete - Method of Test (IS:
5816 (1999)), New Delhi, India.
[9]. ASTM International, (2004). Standard Test Method for
Splitting Tensile Strength of Cylindrical Concrete
Specimens (A STM C496/C496M-11(2004)), West
Conshohocken, PA.
[10]. Bureau of Indian Standards, (2000). Indian Standard
Plain and Reinforced Concrete - Code of Practice (IS:
456(2000)), New Delhi, India.
[11]. ASTM International, (2015). Standard Test Method for
Length Change of Hydraulic-Cement Mortars Exposed to a
Sulfate Solution (ASTM C1012/C1012M-15 (2015)), West
Conshohocken, PA.
[12]. ASTM International, (2012). Standard Test Method for
Electrical Indication of Concrete's Ability to Resist Chloride
Ion Penetration (ASTM C1202-12 (2012)), West
Conshohocken, PA.
[13]. V. Dey, R. Kachala, A. Bonakdar, and B. Mobasher,
(2015). “Mechanical Properties of Micro and Sub-Micron
Wollastonite Fibers in Cementitious Composites”,
Construction and Building Materials, Vol. 82, pp.351–359.
[14]. G.D. Ransinchung, Brind Kumar, and Veerendra
Kumar, (2009). “Assessment of Water Absorption and
Chloride Ion Penetration of Pavement Quality Concrete
Admixed with Wollastonite and Micro Silica”. Construction
and Building Materials, Vol. 23, pp.1168–1177.
[15]. Pawan Kalla, Aditya Rana, Yog Bahadur Chad,
Anurag Misra, and Laszlo Csetenyi, (2015). “Durability
Studies on Concrete Containing Wollastonite”. Journal of
Cleaner Production, Vol. 87, pp. 726-734.
