Properties, durability and microstructure of concrete incorporating waste electrical and electronic plastics as partial replacement for aggregates in concrete
Source abstract
Abstract
This paper presents the results of an experimental study to assess the properties, durability and microstructure of concrete incorporating different types of Waste Electrical and Electronic Plastic (WEEP) as partial replacement of both fine and coarse natural aggregates. These include acrylonitrile-butadiene-styrene, polycarbonate acrylonitrile-butadiene-styrene and high impact polystyrene. Concrete mixtures studied contained 5%, 10%, 20% and 30% WEEP replacement for the natural aggregate. Metakaolin and condensed silica fume were incorporated to enhance the performance of hardened concrete. Results show that all mixes achieved a minimum structural strength of 25 MPa. It was observed that concrete made using WEEP had a lower mechanical strength and durability performance compared to the control mix. This was mainly attributed to the poor bonding between the natural aggregate and WEEP due to the smooth surface associated with WEEP. Microscopy analysis revealed that the pozzolans increased the density of the concrete matrix and reduced the interfacial transition zone which in turn increased the overall performance of mixes containing WEEP.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Innovations in Concrete and Construction Materials · Innovative concrete reinforcement materials · Recycled Aggregate Concrete Performance
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (44)
Show source-provided references
1. Directive 2002/96/Ec of the european parliament and of the council of 27 January 2003 on waste electrical and electronic equipment (WEEE)
2. Improving plastic management in Delhi
3. Electronic waste plastics characterisation and recycling by melt-processing
4. Lydall · 2017 · Vol. 7574
5. L. Godfrey, “Industry meets science workshop proceedings. Waste electrical and electronic equipment – Seeking alternative solutions to disposal,” Department of Science and Technology, 2016.
6. C. Baldé, V. Forti, V. Gray, R. Kuehr and P. Stegmann, “The global e-Waste monitor,” United Nations university, international telecommunication and international solid waste association, 2017.
7. Studies on concrete containing e-plastic waste
8. Performance of recycled plastic-based concrete10.1061/(ASCE)MT.1943-5533.0000989 ↗
9. Visakh · 2009
10. Siddique · 2008
11. Critical review of the analysis of brominated flame retardants and their environmental levels in Africa10.1016/j.chemosphere.2016.08.097 ↗
12. X-ray diffraction: instrumentation and applications10.1080/10408347.2014.949616 ↗
13. Malvern · 2016
14. The theoretic analysis of the influence of the particle size distribution of cement system on the property of cement
15. Gilayeneh · 2019
16. Fulton · 2009
17. Holland · 2005
18. AfriSam, Afrisam Technical Reference Guide, 2017.
19. 2008
20. 1992
21. 2014
22. 2006
23. 2014
24. Thermal degradation of flame-retardant components in filled and unfilled ABS plastics10.1016/0141-3910(95)00122-3 ↗
25. Detection of antimony species in citrus juices and drinking water stored in pet containers10.1039/B606367E ↗
26. Comparison of the recyclability of flame-retarded plastics
27. 2006
28. 2006
29. 2006
30. 2006
31. 2015
32. 2015
33. Durability Index Manual, University of Cape Town, 2017.
34. A framework for use of durability indexes in performance based design and specifications for reinforced concrete structures10.1617/s11527-007-9295-0 ↗
35. M. Alexander, “Durability indexes and their use in concrete engineering,” in International RILEM Symposium on Concrete Science and Engineering: A Tribute to Arnon Bentur, 2004.10.1617/2912143586.002 ↗
36. Li · 2011
37. Bensted · 2002
38. Empirical estimation of pore size distribution in cement, mortar, and concrete
39. Mercury intrusion porosimetry in concrete technology: tips in measurement, pore structure parameter acquisition and application10.1007/s10934-013-9765-4 ↗
40. Parsons · 2019
41. Hydration kinetics, pore characteristics and chloride ion diffusivity of blended cements
42. The South African durability index tests in an international comparison
43. Use of durability indexes to achieve durable cover concrete in reinforced concrete structures
44. K. Snyder, D. Bentz, E. Garboczi and D. Winslow, “Interfacial zone percolation in Cement-aggregate composites,” Interface in cementitios composites. RILEM Proceedings, pp. 259–268, 1992.