Vol. 22 No. 3 (2019) Cover Image
Vol. 22 No. 3 (2019)

Published: October 31, 2019

Pages: 208-212

Articles

Fresh, Mechanical Properties and Impact Resistance Behavior of Eco-Friend Self-Compacted Concrete

Abstract

In this work, waste glass powder from broken windows and plastic fibers from waste polyethylene terephthalate bottles are utilized to produce an economical self-compact concrete. Fresh properties (slump flow diameter, slump Flow T50, V. Funnel, L–Box), mechanical properties (Compressive strength and Flexural strength) and impact resistance of self-compact concrete are investigated. 15% waste glass powder as a partial replacement of cement with five percentages of polyethylene terephthalate plastic waste were adopted: 0% (reference), 0.5%, 0.75%, 1%, 1.25% and 1.5% by volume. It seems that the flow ability of self-compact concrete decreases with the increasing of the amount of plastic fibers. The compressive strength was increased slightly with plastic fiber content up to (0.75%), about 4.6% For more than (0.75%) plastic fiber. The compressive strength began to decrease about 15.2%. The results showed an improvement in flexural strength and an impact on the resistance in all tested specimens’ content of the plastic fibers, especially at (1.5%) fibers.

References

  1. M. Valcuendea, C. Parra, E. Marco, A. Garrido, E. Martı and J. Canoves, “Influence of limestone filler and viscosity-modifying admixture on the porous structure of self-compacting concrete”, Construction and Building Materials, vol. 28, pp. 122–128, 2012.
  2. S. M. Hama, “Improving the mechanical properties of lightweight porcelains aggregates concrete using different waste material”, International Journal of Sustainable Built and Environments. vol. 6, pp.81–90, 2017.
  3. http://dx.doi.org/10.1016/j.ijsbe.2017.03.002
  4. Sheelan M. Hama, Akram S. Mahmoud, Mohamed M. Yassen, “Flexural behavior of reinforced concrete beam incorporating waste glass powder”, Structures 20 (2019) 510–518. https://doi.org/10.1016/j.istruc.2019.05.012
  5. Y. Shao, T. Lefort, S. , Moras, and D. Rodriguez, “Studies on concrete containing ground waste glass”, Concrete and Cement Research, 30(1), pp. 91–100, 1999.
  6. C. H. Chen, R. W. Huang and C. C. Yang, “Waste E-glass particles used in cementitious mixtures”. Cement and Concrete Research, vol. 36, pp. 449–456, 2006.
  7. L. A. Oliveira,, J. P. Castro-Gomes and P. Santos, “Mechanical and durability properties of concrete with ground waste glass sand”, In 11th international conference on durability of building materials and components, Istanbul, Turkey, 2008.
  8. S.C. Kou and C. S. Poon, “Properties of self-compacting concrete prepared with recycled glass aggregate”, Cement and Concrete Composites, 31(2), pp.107–13, 2009.
  9. H. Y. Wang and W. L. Huang, “A study on the properties of fresh self consolidating glass concrete (SCGC)”. Construction and Building Materials, 24(4), pp. 619–24, 2010.
  10. Y. Sharifi, I. Afshoon and Z. Firoozjaie, “Fresh properties of self-compacting concrete containing ground waste glass micro-particles as cementing material”, Journal of Advanced Concrete Technology, 13(2), pp. 50–66, 2015.
  11. A. M. Matos, T. Ramos, S. Nunes and J. S. Coutinho, “Durability Enhancement Of SCC With Waste Glass Powder”, Materials Research, 19(1), pp. 67-74, 2016.
  12. Y. Sharifi, I. Afshoon, Z. Firoozjaie and P. Momeni, “Utilization of Waste Glass Micro-particles in Producing Self-Consolidating Concrete Mixtures”, International Journal of Concrete Structures and Materials.10 (3), pp. 337-353, 2016.
  13. S. M. Hama, and N. N. Hilal, “Fresh properties of self-compacting concrete with plastic waste as partial replacement of sand”, International Journal of Sustainable Built and Environment. vol. 6, pp. 299–308, 2017.
  14. http://dx.doi.org/10.1016/j.ijsbe.2017.01.001
  15. Iraqi Specification No. 5, Portland cement. “The Cement Agency for Standardization and Quality Control”, Baghdad, 1984.
  16. ASTM: C311, “Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland–Cement Concrete”, American Society of Testing and Material International, 2005.
  17. ASTM: C494, "Chemical Admixtures for Concrete", American Society of Testing and Material International, 2005.
  18. EFNARC, “Specification and guidelines for self-compacting concrete”, Free pdf copy downloadable from, 2005.
  19. http://www.efnarc.org/pdf/SandGforSCC.PDF
  20. ASTM: C39, “Compressive Strength of Cylindrical Concrete Specimens”, American Society of Testing and Material International, 2005.
  21. ASTM: C293, “Flexural Strength of Concrete (Using Simple Beam with Center–Point Loading)”, American Society of Testing and Material International, 2005.
  22. Abdulkader I. Al-Hadithi and Sheelan M. Hama 2009. Some Mechanical Properties of Polymer Modified Concrete Rreinforced with a Waste Plastic Fiber. The Iraqi Journal For Mechanical And Material Engineering, Special Issue (D), pp. 653-664.
  23. Khalil I. Aziz, Sheelan M. Hama, Huda M. Kuhair " Effeciency of Waste Plastic Fiber on Behavior of Composite Steel Plate-Concrete Push Out Test" 11th International Conference on Developments in eSystems Engineering (DeSE). (2018) pp.335-339. DOI:10.1109/DeSE.2018.00066