Using Minerals and Industrial By-Products for High Performance Concrete for Better Performance and High Strength
Keywords:
Concrete, Strength, Durability, Factory Made DerivativesAbstract
The evident truth is that concrete is the most generally involved building material for a wide range of exercises in the development business overall and will keep going for a really long time. In the past few decades,
fabrication of high performance concrete(HPC) has attracted the attention of many researchers worldwide. High performance concrete is that concrete in which the working of concrete is better to that of ordinary concrete in terms of durability and strength properties. This research article derived its motivation from the fact that fabrication of HPC with factory made derivatives not only ensures high strength and durability but also is eco-friendly in nature. As a result, the principle admixtures used in this research are: Silica Dust, Residual ash and Steel Slag Aggregate. A range of tests (tests of Resistance of acid, test for Resistance of salt, sulphate and tests of water absorption)have been performed to observe the properties of admixtures prepared. Results show that SFSSAC, RASSAC, SFRAC and SFRASSAC admixture outperforms the other CC blend and seems to be very promising in the near future.
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References
Flexural behaviour of hybrid concrete beams reinforced with ultra-high performance concrete bars, Construction and Building Materials, Vol. 49, pp. 128–133. Abul, K. Azad, and Ibrahim, Y. Hakeem.
Prediction of compressive strength of concrete including construction and demolition waste using artificial neural network, Construction and Building Materials, Vol. 38, pp. 717–722. Adriana Trocoli AbdonDanta, Monica Batista Leite, and Koji de Jesus Nagahama.
Effect of Bottom Ash as Replacement of Fine Aggregates in Concrete, Asian Journal of Civil Engineering (Building and Housing), Vol. 08, No. 01, pp. 49–62, Aggarwal, P., Aggarwal, Y., and Gupta, S.M., 2007.
Prediction of slump in concrete using artificial neural networks, World Academy Science, Engineering and Technology, Vol.04, No.09, pp.279-286. Agarwal, V., and Sharma, A. (2010).
Ahmed, S. Ouda., (2015), Development of high-performance heavy density concrete using different aggregates for gamma ray shielding, Progress in Nuclear Energy, Vol.79, pp.48-55.
Aitcin, P.C., (2003), The durability characteristics of high performance concrete: a review, Cement and concrete composites, Vol.25, pp.409-520.
AleksandrsKorjakins, Patricija Kara and NikolajsToropovs., (2013), Improving quality of high performance concrete by cavitation treatment of the raw materials, Procedia Engineering, Vol.57, pp.597-604.
Andrade, L.B., Rocha, J.C., and Cheriaf, M., (2009), Influence of coal bottom ash as fine aggregate on fresh properties of concrete, Construction and Building Materials, Vol.23, pp.609-614.
ASTM C494, Admixtures Types A, F or G & Self Compacting Concrete (SCC) admixtures.
ASTM C 1202, which was published in 1999 and is a Standard Test Method for Electrical Indication of Concrete Resistance to Chloride Ion Penetration.
Construction and Building Materials, Vol. 19, pp. 691-697, Bai, Y., Darcy, and Basheer, P.A.M. (2005), Strength and drying shrinkage parameters of concrete including furnace bottom ash as fine aggregate
Mix proportioning of high performance concrete by Bharatkumar, B.H., Narayanan, R., Raghuprasad, B.K., and
Ramachandramurthy, D.S., Cement and Concrete Composites, Vol. 23, pp. 71–80 (2001).
Development of high performance concrete having strong resistance to chloride penetration, Nuclear Engineering and Design, Vol.12, pp.221-231, Byung Hwan Oh, Soo Won Cha, Bong Seok Jang, and Seung Yup Jang.
Multiple regression models for prediction of compressive strength of concrete containing industrial waste products, The Indian Concrete Journal, Vol. 89, Issue 09, pp. 33–46 (Chore, H.S., and Joshi, M.P., 2015).
