[1]
VR Anand, AV Pradeep Kumar, Aneesh V Bhat" An Experimental Investigation On The Performance of High Volume Ground Granulated Blast Furnace Slag Concrete" International Journal of Civil Engineering and Technolog,(2017).
Google Scholar
[2]
Ravikumar R Mix Design for pavement Overlays for Sustainable Development" Volume 5, Issue 1,Institute of Engineers India,2016. Page no. 28-30.
Google Scholar
[3]
K Ganesh Babu, V Sree Rama Kumar, Efficiency of GGBS in concrete, Cement and Concrete Research 30 (2000) 1031 ± 1036, Ocean Engineering Centre, Indian Institute of Technology, Chennai 600 036, India, Received 28 May 1999; Accepted 30 March (2000).
DOI: 10.1016/s0008-8846(00)00271-4
Google Scholar
[4]
A M Alshamsi, Micro-silica and Ground Granulated Blast Furnace Slag Effects On Hydration Temperature, Cement and Concrete Research, Vol. 27, No. 12, pp.1851-1859, (1997).
DOI: 10.1016/s0008-8846(97)00195-6
Google Scholar
[5]
A Oner, S Akyuz, An Experimental Study on Optimum Usage of GGBS for the Compressive Strength of Concrete, Received 24 March 2006; Received in revised form 27 December 2006; Accepted 11 January 2007; Available online 25 January (2007).
DOI: 10.1016/j.cemconcomp.2007.01.001
Google Scholar
[6]
CahitBilim, Cengiz Duran Atis, Alkali Activation of Mortars Containing Different Replacement Levels of Ground Granulated Blast Furnace Slag, Construction and Building Materials 28 (2012) 708–712.
DOI: 10.1016/j.conbuildmat.2011.10.018
Google Scholar
[7]
S J Barnett, M N Soutsos, S G Millard and J H Bungey Strength Development of Mortars Containing Ground Granulated Blast-Furnace Slag: Effect of Curing Temperature and Determination of Apparent Activation Energies, Cement and Concrete Research 36 (2006) 434 – 440. Received 9 February 2005; Accepted 7 November (2005).
DOI: 10.1016/j.cemconres.2005.11.002
Google Scholar
[8]
P J Wainwright, N Rey, The Influence of Ground Granulated Blast Furnace Slag (GGBS) Additions and Time Delay on the Bleeding of Concrete, Cement & Concrete Composites 22 (2000) 253-257.
DOI: 10.1016/s0958-9465(00)00024-x
Google Scholar
[9]
KYOTO PROTOCOL to the United Nations Framework Convention on Climate Change, United Nations, (1998).
DOI: 10.1163/9789004322714_cclc_2019-0165-620
Google Scholar
[10]
Khanna, S. K., &.Justo, C. E. G., Highway Engineering,(ninth edition) Published by Nem Chand & Bros., Civil lines, Roorkee 247 667, India in (2011).
Google Scholar
[11]
Ministry of surface transport (Roads wing) MORTH Specifications for Road & Bridges"(Third revision),Published by Indian road congress, New Delhi,1997,pp.365-372. Codes of Refrence.
Google Scholar
[12]
Bureau of Indian standard Concrete mix Proportioning- guidelines, IS10262: 2009, BIS 2009,ICS 91.100.30, Published by Bureau of Indian standard, ManakBavan,New Delhi 110002. July (2009).
Google Scholar
[13]
Bureau of Indian standard IS 383:1970. Specification for coarse and Fine Aggregates from natural sources for concrete, Published by Bureau of Indian standard, Manak Bavan, New Delhi 110002. September (1993).
Google Scholar
[14]
Bureau of Indian standard 43 Grade of OPC – Specifications, Published by Bureau of Indian standard, Manak Bavan, New Delhi 110002. July (1997).
Google Scholar
[15]
Bureau of Indian standard Plain reinforced concrete- code of practice, Published by Bureau of Indian standard , Manak Bavan, New Delhi 110002. July 2000,asper table 2 of IS 456 :2000, clause 9.2.2, 15.1.1 and 36.1.
Google Scholar
[16]
Bureau of Indian standard IS: 5816-1999. Splitting Tensile Strength of Concrete-Method of Test., Published by Bureau of Indian standard, Manak Bhavan,New Delhi 110002.
Google Scholar
[17]
Bureau of Indian standard IS: 8112-1989. 43 Grade Ordinary Portland Cement-Specification.(first revision), Published by Bureau of Indian standard, Manak Bhavan,New Delhi 110002IS: 456-2000, Code of Practice for Plain and Reinforced Cement Concrete.
Google Scholar