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Effect of Partial Replacement of Coarse Aggregates with E-Waste on Strength Properties of Concrete

  • Shreelaxmi Prashant
  • Mithesh Kumar
Conference paper
Part of the Lecture Notes in Civil Engineering book series (LNCE, volume 25)

Abstract

Cement concrete, popular building material, because of its mouldability in the plastic state and when solidifies becomes a hard material capable to take very high compressive strengths. About 70% of the concrete volume comprises of aggregates, which not only gives bulk to the concrete mix but also takes considerable amount of load. Properties of aggregates play a major role in defining the properties of concrete produced from it. This paper reports an experimental work carried out to study the effectiveness of e-waste to be used as partial replacement of Coarse aggregates. E-waste is the discarded electrical or electronic devices. M30 mix has been designed and the replacement levels tested were 10, 15 and 20%. For every replacement level slump test and compressive strength test is carried and reported in this paper. Use of electronic waste in concrete is one of the effective ways of disposing E-waste, which otherwise would be lying in landfills creating the environmental issues.

Keyword

Partial replacement Sustainability E-waste Agregate replacement Waste management 

References

  1. 1.
    Manoj Kumar S. (2015 July–August). Study on Replacement of coarse aggregate by E-Waste in concrete. International Journal of Technical Research and Applications, 3(4), 266–270.Google Scholar
  2. 2.
    Panneer Selvam, N. (2016, April). Recycle of E-waste in concrete. International Journal of Science and Research, 5(4), 1590–1593.Google Scholar
  3. 3.
    Krishna Prasanna, P. (2014, June). Strength variations in concrete by using E-waste as coarse aggregate. International Journal of Education and Applied Research, 4(2), 82–84.Google Scholar
  4. 4.
    Lakshmi R. (2011). Investigations on durability characteristics of e-plastic waste Incorporated concrete. Asian Journal of Civil Engineering—Building and Housing, 12(6), 773–787.Google Scholar
  5. 5.
    Lakshmi R. (2010). Studies on concrete containing e-plastic waste. International Journal of Environmental Sciences, 1(3), 270–281.Google Scholar
  6. 6.
    Dawande, B., Jain, D., & Dr. Singh, G. (2016). Utilization of E-waste as a partial replacement of coarse aggregate in concrete. IJSRD—International Journal for Scientific Research and Development, 3(11). ISSN (online) 2321-0613.Google Scholar
  7. 7.
    Suchithra, S., Manoj Kumar and Indu, V. S. (2015, July–August). Study on replacement of coarse aggregate by E-waste in concrete. International Journal of Technical Research and Applications, 3(4), 266–270. e-ISSN 2320-8163, Retrieved July–August, 2015 from www.ijtra.com.
  8. 8.
    IS: 383-1970. Specification for coarse and fine aggregates from natural sources for concrete.Google Scholar
  9. 9.
    IS: 2386 (Part I and III) 1963. Methods for test for aggregates for concrete.Google Scholar
  10. 10.
    IS: 10262-2009. Concrete mix proportioning guidelines.Google Scholar
  11. 11.
    IS: 516-1959. Method of tests for strength of concrete.Google Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2019

Authors and Affiliations

  1. 1.Department of Civil EngineeringManipal Institute of Technology, MAHEManipalIndia
  2. 2.Department of Civil EngineeringGECKarwarIndia

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