The Effect of Addition of Limestone powder and Granulated Blast Slag in Concrete
K.SAHITHI, G.SHINY PRIYANKA, , ,
Affiliations (M.Tech) Structural Engineering, Dept. of Civil EngineeringAssistant Professor, Dept. of Civil Engineering Priyadharshini Institute of Tech & Science
The comprehensive programme is taken up to study this ground granulated blast furnace aggregate used
as a course aggregate in pavement concrete. In this, replacing the coarse aggregate to ground granulated blast furnace
aggregate partially varying 0 to 50% and calculating maximum compressive strength and taking their corresponding
Poisson's ratio and modulus of elasticity. Flexural strength of concrete mix decrease with increase in percentage (%) of
GGBFS at the age of 7 and 28 days as compared to mix but it was nearly equal with increase in the percentage of
GGBFS at the age of 56 days. The Spilt tensile strength of mix with different cement replacement 10%, 20%, 30%, 40%,
showed in decrease for all replacement at 7 days and 28 days as compared to control mix due to slower rate of reaction.
The Spilt tensile strength of the mix with 20%, 30% cement replacement better performed than control mix at 56 days.
The results obtained from the study shows that the percentage (%) of GGBFS (10-40%) in concrete increased the Sulfate
and Chloride resistance.
K.SAHITHI,G.SHINY PRIYANKA."The Effect of Addition of Limestone powder and Granulated Blast Slag in Concrete". International Journal of Computer Engineering In Research Trends (IJCERT) ,ISSN:2349-7084 ,Vol.2, Issue 15,pp.1032-1038, December- 2015, URL :https://ijcert.org/ems/ijcert_papers/V2I1239.pdf,
 Latha K.S, Rao M.V.S, and Reddy V. S. “Estimation of GGBS and HVFA strength efficiencies in concrete with age”, International Journal of Engineering and Advanced Technology (IJEAT) ISSN: 2249 – 8958, Vol. 2, Issue 2, December (2012).
 Dubey A, Chandak R, and Yadav R.K. “Effect of blast furnace slag powder on compressive strength of concrete”, International Journal of Scientific & Engineering Research. ISSN 2229-5518, Vol. 3, Issue 8, August (2012)
 Pathan V.G, Ghutke V.S, and Pathan G. “Evaluation of concrete properties using ground granulated blast furnace slag”, International Journal of Innovative Research in Science, Engineering and Technology Vol. 1, Issue 1, November (2012)
 Gudissa W, and Dinku A. “The use of limestone powder as an alternative cement replacement material: An experimental study”, Journal of EEA. Vol. 27, (2010)
 Allahverdi A, and Salem S, “ Simultaneous influences of micro silica and Limestone powder on properties of Portland cement paste”, Ceramics – Silikáty 54 (1) 65-71 (2010)
 Ahmed A.H.H, Abdurrahman R.B, and Mohammed Z.A, “Influence of Limestone Powder as Partial Replacement of Cement on Concrete and the Effect of High Temperature on It”, Received 13/5/2009 and Accepted 10/12/2009
 IS: 8112-1989 Specification for coarse and fine aggregate from natural sources of concrete
 IS: 456-2000 Plain and reinforced concrete - Code of practice
 IS: 9013-1999 Specification for admixtures for concrete (FirstRevision).
 IS: 10262-2009 Concrete mix proportioningguidelines (FirstRevision).
. V. Assaad Abdelmseeh, J.C. Jofriet, S.C. Negi and G. Hayward (2005). “Sulphide, Sulphate and Sulphuric Acid Corrosion of Concrete in Laboratory Tests”, School of Engineering University of Guelph, Guelph. on Canada.
. BIS 10262, Recommended Guidelines for Concrete Mix design, Bureau of Indian Standards, New Delhi, 1982.
. BIS 383, Specification for Coarse aggregate and Fine aggregate from Natural Sources for Concrete, Bureau of Indian Standards, New Delhi, 1970.
. BIS 456, Indian Standard Code of Practice for Plain and Reinforced Concrete, Bureau of Indian Standard, New Delhi, 2000.
. BIS 5816, Splitting Tensile Strength of Concrete Method of Test, Bureau of Indian Standards, New Delhi, 1999.