Effective Utilization of quarry waste and industrial waste as partial replacement of fine aggregates in concrete to resist acid attack
DOI:
https://doi.org/10.24297/jac.v12i10.5422Keywords:
Metakaolin, Green sand, Marble powder, Hydrochloric, Sulphuric acid, loss in weight, compressive strengthAbstract
The aim of this study is to observe the concrete resistance towards acid attack. This is studied on M40 grade concrete, in
which 5% by weight of binder is replaced with metakaolin and fine aggregate is replaced partially with the range of 5 to
20% by marble sludge powder and green sand simultaneously. Four different mixes other than control mix is taken for this
study. The 100mm cubes are casted, cured and average compressive strength is compared with conventional concrete
and those cured under two different acids. The two different acids taken for this study are Hydrochloric Acid and Sulphuric
Acid. The average percentage loss of weight and average compressive strength of cubes before and after two different
acids for all the mixes are investigated. From the experimental results, it is inferred that the control mix when cured under
both 1% concentrated HCl and H2SO4 solutions showed a high loss in weight comparing with modified concrete. The
increase in marble powder and green sand upto 10% by weight of fine aggregate gives high reduction in loss of weight.
The mix with 10% marble powder and green sand offered comparatively better solutions insisting the concrete modified
with the same can be recommended for making good and acid resisting concrete.
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References
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Properties Of Concrete And Its Sulphuric Acid Resistance.Journal of Engineering Sciences. 43, 183-199.
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Construction and Building Materials. 83, 216-222
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foundry sand (WFS). Construction and Building Materials. 1, 421-426.
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strength, ultrasonic pulse velocity and permeability of concrete. Construction and Building Materials. 26, 416-422.
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27. IS516:2004. Methods of Tests on Strength of Concrete. Bureau of Indian Standards. New Delhi. India.
on the erosion resistance of concrete containing various PET particles percentages against sulfuric acid attack.
Construction and Building Materials. 77, 461-471.
2. Sivasubramanian, R., Rajalingam, M., Sunilaa George. 2015. Study of Chemical Attack using Green Materials.
International Journal of Computer & Mathematical Sciences.4, 13-16.
3. Vatsal, N, Patel., Arshdeep Singh., parth Gheewal., Tirth, N, Thakkar., Dhairya Bhatt. 2016. Experimental Study of
Mechanical and Durability Properties of M30 Grade of Marble powder Based Concrete. International Journal of
Scientific Engineering and Applied Sciences. 2, 1-6.
4. Shahul Hameed, M., Sekar, A.S.S. 2009. Properties of green concrete containing quarry rock dust and marble sludge
powder as fine aggregate. Arpn Journal of Engineering and Applied Sciences. ISSN 1819-6608.
5. Patil, B.B., Kumbhar, P.D. 2012. Strength and Durability Properties of High Performance Concrete incorporating High
Reactivity Metakaolin. International Journal of Modern Engineering Research. 2, 1099-1104.
6. Mohamed, M., Rashwan., Abdel RahmanMegahed., Mohamed Sayed Essa. 2015. Effect Of Local Metakaolin On
Properties Of Concrete And Its Sulphuric Acid Resistance.Journal of Engineering Sciences. 43, 183-199.
7. Beulah,M., Prahallada, M.C. 2012. Effect Of Replacement Of Cement By Metakalion On The Properties Of High
Performance Concrete Subjected To Hydrochloric Acid Attack. International Journal of Engineering Research and
Applications. 2, 033-038.
8. ViswanadhaVarma,D., Rama Rao, G. V. 2014. Effect Of Replacement Of Cement By Metakaolin On The Properties
Of High Performance Concrete Subjected To Acid Attack. International Journal of Civil, Structural, Environmental and
Infrastructure EngineeringResearch and Development. 4, 63-72.
9. Gruber, K.A., Terry Ramlochan, Andrea Boddy, Hooton, R.D., Thomas, M.D.A. 2001. Increasing Concrete Durability
with High-Reactivity Metakaolin. Cement and Concrete Composites. 23, 479-484.
10. Naik, T. R., Patel V.M., Parikh D. M., Tharaniyil M.P. 1996. Application of foundary by-product materials in
manufacture of concrete and masonry products.ACI materials Journal.
11. Han-Young Moon, Yun-Wang Choi, Youg-Kyu Song and Jung-Kyu Jeon. 2005. Fundamental properties of Mortar and
Concrete using waste foundry sand. Journal of the Korea Concrete Institute. 17, 141-147.
12. Rafat Siddique, Geert de Schutter, Albert Noumowe. 2009. Effect of used-foundry sand on the mechanical properties
of concrete. Construction and Building Materials. 23, 976–980.
13. Saveira Monosi, Daniela Sani & Francesca Tittarelli. 2010. Used foundry sand in cement mortars and concrete
production. The open waste management Journal, 18-25.
14. Khatib J. M., Baig S., Bougara A., & Booth C. Foundry sand utilization in concrete production. Second International
Conference on Sustainable Construction Materials and Technologies. ISBN 978-1-4507-1490-7.
15. Kumbhar P. D. and Usharani S. Sangar. 2011. Experimental study of mechanical properties of concrete blended with
used foundry sand. Global Journal Engineering and Applied Sciences. 122-126.
16. L Da Silva W.R., Tochetto E., Prudencio L.R. & Oliveira A.L. 2011. Influence of foundry sand residues on the fresh
and hardened properties of mortars produced with Portland cement. Ibracon Structures and Materials Journal. 4, 642-
662.
17. Mathiraja, C. 2013. Mechanical Properties of concrete using bottom ash and M.Sand. International Journal of Latest
Trends in Engineering and Technology.
18. DurgaDevi, S., Chandrasekaran, P. 2015. Mechanical and Durability Properties of waste foundry sand concrete with
carbon Fibers. International Journal of Science and Engineering Research.
19. Khatib J.M., Herki B.A., Kenai S. 2013. Capillarity of concrete incorporating waste foundry sand. Construction and
Building Materials. 47, 867-871.
20. Eknath P., Salokhe, Desai, D. B. Application of foundry waste sand in manufacture of concrete. IOSR-JMCE, ISSN:
2278-1684, 43-48.
21. Rafat Siddique, Gurpreet Singh, Rafik Belarbi, Karim Ait-Mokhtar, Kunal. 2015. Comparative investigation on the
influence of spent foundry sand as partial replacement of fine aggregates on the properties of two grades of concrete.
Construction and Building Materials. 83, 216-222
22. Gurpreet Singh, Rafat Siddique. 2012. Abrasion resistance and strength properties of concrete containing waste
foundry sand (WFS). Construction and Building Materials. 1, 421-426.
23. Gurpreet Singh, Rafat Siddique. 2012. Effect of waste foundry sand (WFS) as partial replacement of sand on the
strength, ultrasonic pulse velocity and permeability of concrete. Construction and Building Materials. 26, 416-422.
24. IS: 10262: 2009.Concrete Mix Proportioning – Guidelines. Bureau of Indian Standards. New Delhi. India.
25. IS: 12269: 1987. Ordinary Portland Cement, 53 Grade — Specification.Bureau of Indian Standards. New Delhi. India.
26. IS 383:1978. Specification for Coarse and Fine Aggregates from Natural Sources for Concrete. BIS. New Delhi. India.
27. IS516:2004. Methods of Tests on Strength of Concrete. Bureau of Indian Standards. New Delhi. India.
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Published
2016-10-01
How to Cite
M, P., & N, S. (2016). Effective Utilization of quarry waste and industrial waste as partial replacement of fine aggregates in concrete to resist acid attack. JOURNAL OF ADVANCES IN CHEMISTRY, 12(10), 4402–4407. https://doi.org/10.24297/jac.v12i10.5422
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