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International Journal of Computer Engineering in Research Trends. Scholarly, Peer-Reviewed,Open Access and Multidisciplinary

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Strength and Durability Studies on Higher Grade Concrete with High Volume Fly ash

SK.ROFA, J.SUPRIYA, , ,
Affiliations
(M.Tech) Structural Engineering, Dept. of Civil Engineering
Associate Professor, Dept. of Civil Engineering Priyadarshini Institute of Technology & Management
:NOT ASSIGNED


Abstract
Portland cement, as an ingredient in concrete, is one of the widely used construction materials, especially in developing countries. The CO2 emission during its production and the utilization of natural resources are important issues for the construction industry to participate in sustainable development. These limitations led to the search for alternative binders or cement substitutes. Fly ash is finely divided residue resulting from the combustion of powered coal and transported by the flue gases and collected by electrostatic precipitator. There are multiple benefits for the sustainable development of the construction industry by using fly ash to increase the strength characteristics of structural members. The objective of the present investigation is to study the mechanical strength behavior of High Volume Fly ash concrete pavement slab. The optimum maximum coarse aggregate size for the best compressive strength of 28 day concrete was therefore found to be 8mm for the water/cement ratio of 0.63. The analysis further shows that as heterogeneity increases the compressive strength of concrete reduces.


Citation
SK.ROFA,J.SUPRIYA."Strength and Durability Studies on Higher Grade Concrete with High Volume Fly ash". International Journal of Computer Engineering In Research Trends (IJCERT) ,ISSN:2349-7084 ,Vol.2, Issue 12,pp.977-982 , December- 2015, URL :https://ijcert.org/ems/ijcert_papers/V2I1230.pdf,


Keywords : Fly Ash, Silica Fume, Strength, Durability, High-Volume Fly Ash Concrete, Oxide Composition.

References
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[15]. IS: 383–1970, Indian standard specification for coarse and fine aggregate from natural sources for concrete, Bureau of Indian Standards, New Delhi.


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DOI:10.22362/ijcert