PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Pro-Ecological Utilization of Crushed Concrete as an Aggregate to Improve the Compressive Strength with Steel Fibers and Styrene-Butadiene Rubber Latex

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Demolition of old structures and pro-ecological utilisation of such demolished concrete waste materials must be considered an important ecological issue that helps conserve non-renewable natural resources. Crushed concrete in the form of recycled coarse aggregate (RCA), steel fibres (SF) of 30–50 kg/m3 and styrene-butadiene rubber (SBR) latex of 5%, 10%, and 15% by cement weight attempted to strengthen the strength in compression of polymer modified steel fiber reinforced crushed concrete (PMSFRCC). Ninety-nine cubes each of M20, M25, M30, and M40 grade were cast separately to assess the strength in compression of natural aggregate concrete (NAC), crushed concrete (CC), and PMSFRCC. According to the experimental results, PMSFRCC with SF 30 kg/m3 and SBR Latex 5% by weight of cement improves compressive strength by 8.92% & 6.22% in mix-1, 7.63% & 5.45% in mix-2, 4.27% & 7.87% in mix-3, and 9.87% & 7.46% in mix-4 when compared to NAC at 28 and 90 days.It reflects significant improvement and validation of utilisation of CC as a potential source of an aggregate to improve compressive strength for the desired purpose.
Twórcy
  • Department of Civil Engineering, Shri Guru Gobind Singhji Institute of Engineering & Technology, Nanded (MS), 431606, India
  • Department of Civil Engineering, Shri Guru Gobind Singhji Institute of Engineering & Technology, Nanded (MS), 431606, India
  • Department of Civil Engineering, Shri Guru Gobind Singhji Institute of Engineering & Technology, Nanded (MS), 431606, India
  • Department of Civil Engineering, Nagpur Institute of Technology, Nagpur (MS), 441501, India
  • Department of Civil Engineering, MET's Institute of Engineering, Nashik (MS), 422003, India
  • Sardar Patel University, Balaghat (MP), 481001, India
Bibliografia
  • 1. Akinkurolere O.O. 2010. Experimental investigation on the influence of steel fiber on the compressive and tensile strength of recycled aggregate concrete. Medwell Journals, 264–268. DOI: 10.3923/jeasci.2010.264.268
  • 2. Awchat, G.D., Kumthekar M.B. 2021. Cost-benefit analysis of using recycled coarse aggregate in plain and fiber reinforced concrete. Advances in Science and Technology Research Journal, 15(3), 233–242. https://doi.org/10.12913/22998624/139205
  • 3. A820–01. 2013.Standard Specifications for steel fibers for fiber reinforced concrete. American Society for Testing and Materials International, Pennsylvania.
  • 4. Bairagi N.K., Ravande K., Pareek V.K.1993.Behaviour of concrete with different proportions of natural and recycled aggregates. Resources, Conservation and Recycling, 9(1–2), 109–126. DOI:10.1016/0921–3449(93)90036-F
  • 5. Barluenga G., Olivares F.H. 2004. SBR latex modified mortar rheology and mechanical behaviour, Cement and Concrete Research, 34, 527–535.
  • 6. Behera M., et al.2014.Recycled aggregate from C & D waste & its use in concrete – a breakthrough towards sustainability in the construction sector: A review. Construction and Building Materials, 68, 501–516. DOI: 10.1016/j.conbuildmat.2014.07.003 2014
  • 7. Bhikshma V., Rao J., Balaji B. 2010. An experimental study on behaviour of polymer cement concrete. Asian Journal of Civil Engineering (Building and Housing), 11, 563–373.
  • 8. BIS 383.2016. Coarse and fine aggregate for concreto specification (third revision). Bureau of Indian Standards, New Delhi.
  • 9. BIS 456.2000. Indian standard plain and reinforced concrete code of practice. Bureau of Indian Standards, New Delhi.
  • 10. BIS 2386 (Part-IV). 1963a. Method of tests for aggregates for concrete: mechanical properties. Bureau of Indian Standards, New Delhi.
  • 11. BIS 2386 (Part-V). 1963b. Method of tests for aggregates for concrete: soundness, Bureau of Indian Standards, New Delhi.
  • 12. BIS 8112.1989. Specifications for 43 grade ordinary portland cement.Bureau of Indian Standards, New Delhi.
  • 13. BIS 9103.1999. Specification for admixtures for concrete (first revision).Bureau of Indian Standards, New Delhi.
  • 14. BIS 10262.2009. Guidelines for concrete mix design proportioning (CED 2: Cement and Concrete). Bureau of Indian Standards, New Delhi.
  • 15. Etxeberria M., Marí A.R., Vázquez E. 2007. Recycled aggregate concrete as structural material. Materials and Structures, 40 (5), 529–541. DOI:10.1617/s11527–006–9161–5
  • 16. Gómez-Soberón M.J. 2002. Porosity of recycled concrete with substitution of recycled concreto aggregate: an experimental study. Cement Concrete Research, 32,1301–1311. DOI:10.1016/s0008–8846(02)00795–0
  • 17. Harish B.A., Venkata Ramana N., Gnaneswar K. 2020. A study on properties of recycled coarse aggregate and its concrete.Third International Congress on Advances in Mechanical Sciences, 998 (2020) 012025, 1–11. doi:10.1088/1757–899X/998/1/012025
  • 18. Hashempour, H., Heidari H., Jounaghani M.S. 2020. The efficiency of hybrid BNN-DWT for predicting the construction and demolition waste concreto strength. International Journal of Engineering, Transactions: B Applications, 33, 1544–1552
  • 19. Heeralal M., Ratish Kumar P., Rao Y.V. 2009. Flexural fatigue characteristics of steel fibre reinforced recycled aggregate concrete. FACTA Universities, Architecture and Civil Engineering,7(1),19–33. DOI:10.2298/FUACE0901019H
  • 20. Hwang E.H. K., Jeon Y. S., Jong-Ki. 2007. Effect of polymer cement modifiers on mechanical and physical properties of polymer modified mortar using recycled waste concrete fine aggregate. Journal of Industrial Engineering and Chemicals, 13,387–394.
  • 21. Kumatha R., Vijai K. 2010. Strength of concreto incorporating aggregates recycled from demolition waste. Asian Research Publishing Network Journal of Engineering and Applied Sciences, 5, 64–71.
  • 22. Padmini A.K., Ramamurthy K., Mathews M.S. 2009. Influence of parent concrete on the properties of recycled aggregate concrete. Construction and Building Materials, 23(2), 829–836. DOI:10.1016/j.conbuildmat.2008.03.006
  • 23. Parekh D.N., Modhera C.D. 2011.Assessment of recycled aggregate concrete, Journal of Engineering Research and Studies, 2, 1–9.
  • 24. Prathipati T., Rao C.B.K., Dakshina Murthy N.R. 2020. Mechanical behaviour of hybrid fiber reinforced high strength concrete with graded fibres. International Journal of Engineering, Transactions: B Applications, 33, 1465–1471. DOI: 10.5829/IJE.2020.33.08B.04
  • 25. Radhakrishnan R., et al. 2012. Performance of styrene butadiene rubber as a concrete Repair material in tropical climate. International Journal of Advancements in Research and Technology, 1(6), 118–122.
  • 26. Rajkumar D., Vidilvelli B. 2010. Performances of SBR latex modified ferrocement for repairing reinforced concrete beams. Australian Journal of Basic and Applied Sciences, 4, 520–531.
  • 27. Sagoe-Crentsil K.K., Brown T., Taylor A.H. 2001. Performance of concrete made with commercially produced coarse recycled concrete aggregate. Cement Concrete Research, 31, 707–12. DOI:1016/S0008–8846(00)00476–2
  • 28. Salem R.M., Burdette E.G. 1998. Role of chemical and mineral admixture on physical properties and frost-resistance of recycled aggregate concrete. ACI Materials Journal, 95(5), 558–563. https://trid.trb.org/view/54215
  • 29. Senaratne S., et al. 2015. The costs and benefits of combining recycled aggregate with steel fibres as a sustainable, structural material. Journal of Cleaner Production, 1–10. DOI:10.1016/j.jclepro.2015.10.041
  • 30. Sivakumar M.V.N. 2011. Effect of polymer modification on mechanical and structural properties of concrete – an experimental Investigation. International Journal of Civil and Structural Engineering, 1 (2011), 732–740.
  • 31. SP 23.1982. Handbook on concrete mixes. Bureau of Indian Standards, New Delhi.
  • 32. Tam, V., et al. 2013. Recycled aggregate concrete: strength development and future perspectives on steel fibres and cost benefit analysis. Challenges in Innovation, Integration and Collaboration in Construction & Engineering: Proceedings of the Seventh International Conference on Construction in the Twenty First Century, Bangkok. http://handle.uws.edu.au:8081/1959.7/536293
  • 33. Tam, V., et al. 2014. Sustainable structural material combining recycled aggregate and steel fibres. Proceedings of the Third World Construction Symposium: Sustainability and Development in Built Environment: The Way Forward, Colombo, Sri Lanka, 567–574
  • 34. Topcu I. B. 1995. Using waste concrete as aggregate. Cement and Concrete Research, 25, 1385–1390.
  • 35. Topcu I. B., Sengel S. 2004. Properties of concretes produced with waste concrete aggregate. Cement and Concrete Research, 34, 1307–1312.
  • 36. Wang R., Lackner R., Wang P. M.2011. Effect of styrene butadiene rubber latex on mechanical properties of cementitious materials, highlighted by means of nanoindentation. An International Journal of Experimental Mechanics, 47, 117–126.
  • 37. Zegardło B. 2021. Comparative assessment of environmental effects by life cycle assessment method of natural aggregates extraction processes and production of their substitutes from waste in the city mining system. Journal of Ecological Engineering, 22(8), 251–257. https://doi.org/10.12911/22998993/139119
  • 38. Zhao-xia C., Xing–guo W., Jian-Hui Y. 2011. Experimental Study on Recycled Steel Fiber Concrete, Int. Conference on Elect. and Civil Eng, 2215–2218.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-95308217-00b9-44aa-a135-778a43c5bfc1
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.