The Influence of Replacing Sand with Waste Glass Particle on the Physical and Mechanical Parameters of Concrete

Hamed Dabiri, Mohammad Kazem Sharbatdar, A. Kavyani, M. Baghdadi

Abstract


Glass is a special type of materials which is widely used in various forms and colors for different usages. Colored bottles comprise a large part of waste glass. To reduce the destructive effects of waste glass on the environment, it might be recycled. However, some indecomposable waste materials are buried. This will have harmful effects on the environment. A practical solution for reducing non-recyclable waste colored glass is using them as replacements for materials in other industries such as concrete industry. The effect of replacing aggregate with waste glass particle on the compressive strength and weight of concrete is investigated in this study. To achieve the goal, totally 27 cubic specimens were created; 6 specimens were made of concrete, while waste glass particle was added to the mix of other specimens. To prevent Alkali Silica Reaction (ASR), Microsilica was added to the mix of specimens containing glass. Generally, Results indicated that replacing aggregate with glass particle more than 30% lead to increment in compressive strength of concrete. The weight of concrete remains almost the same in all of the specimens. Briefly, based on the results it could be concluded that the optimum percentage for replacing aggregate with glass particle is 50%.


Keywords


Glass Particles; Concrete; Non-Recycled Material; Compressive Strength Weight.

References


M. Batayneh, I. Marie and I. Asi, “Use of selected waste materials in concrete mixes”, Waste management, vol. 27, pp. 1870-1876, 2007. https://doi.org/10.1016/j.wasman.2006.07.026.

S.B. Prak, B. C. Lee, Studies on expansion properties in mortar containing waste glass and fibers, Cement and concrete research, Vol. 34, pp. 1145-1152, 2004. https://doi.org/10.1016/j.cemconres.2003.12.005.

Z. Z. Ismail, E. A. ALoHashmi, “Recycling of waste glass as a partial replacement for fine aggregates in concrete”, Waste Management, Vol. 29, pp. 655-659, 2009. https://doi.org/10.1016/j.wasman.2008.08.012

E. E. Ali and SH. H. Al-Tersawy, “Recycled glass as a partial replacement for fine aggregate in self-compacting concrete”, Construction and Building Material, Vol. 35, pp. 785-791, 2012. https://doi.org/10.1016/j.conbuildmat.2012.04.117.

Y. Sharifi, M. Houshiar and B. Aghebati, “ Recycled glass replacement as fine aggregate in self-compacting concrete”, Frontiers of Structural and Civil Engineering, vol. 7, pp. 419-428, 2013. https://doi.org/10.1007/s11709-013-0224-8.

T. S. Semiabat, M. N. N. Khan and M. F. Zain, “Use of waste glass as coarse aggregate in concrete: A possibilt towards sustainable nbuilding construction”, International journal of civil and environmental engineering, vol. 8, No. 10, 2014.

T. U. Ganiron Jr, “The effect of waste bottles as an alternative coarse aggregate in concrete mixture”, International journal of ICT-aided architecture and civil engineering, Vol. 1, No. 2, 2014. https://doi.org/10.21742/ijiace.2014.1.2.01.

A. B. Keryou and G. J. Ibrahim, Effect of using windows waste glass as coarse aggregate on some properties of concrete”, Engineering and technology journal, Vol. 32, Part A, No. 6. 2014.

A. M. Rashad, “Recycled waste glass as fine aggregate replacement in cementitious material based on Portland cement”, Construction and building material, Vol. 72, pp. 340-357, 2014. https://doi.org/10.1016/j.conbuildmat.2014.08.092.

V. Srivastava, S. P. Gautam, V. C. Agarwal and P. K. Mehta, “ Glass waste as coarse aggregate in concrete”, Journal of Environmental Nanotechnology, Vol. 3, No. 1, pp. 67-71, 2014.

Y. Sharifi, I. Afshoon, Z. Firoozjaei and A. Momeni, “Utilization of waste glass Micro –particles in producing self-consolidating concrete mixtures”, international journal of concrete structures and materials, Vol. 10, Issue 3, pp. 337-353, 2016. https://doi.org/10.1007/s40069-016-0141-z.

A. B. Al-Zubaid, K. M. Shabeeb and A. I. Ali, “Study the effect of recycled glass on the mechanical properties of green concrete”, Energy procedia, Vol. 119, pp. 680-692, 2017. https://doi.org/10.1016/j.egypro.2017.07.095.

H. G Patel and S. P Dalal, “An experimental investigation on physical and mechanical properties of concrete with replacement of fine aggregate by Poly Vinyl Chloride and Glass waste”, Procedia Engineering, Vol. 173, pp. 1666-1671, 2017. https://doi.org/10.1016/j.proeng.2016.12.191.

P. Seenu and K. Kavya, “Strength and duarability properties of concrete by using fluorescent light tube waste replacing as fine aggregate”, International journal of engineering research and technology, Vol. 6, Issue 06, 2017. https://doi.org/10.17577/ijertv6is060389.

P. Turgut, E. S. Yahlizade, Research into Concrete Blocks with Waste Glass, International Journal of Civil and Environmental Engineering, Vol. 1, No. 4, 2009.

S. Naohiro, “The strength characteristics of mortar containing glass powder,” in Proc. 49th Cement Technology Conf., Tokyo, 1995, pp. 114–119.

A. Shayan and A. Xu, “Value-added utilization of waste glass in concrete,” Cement and Concrete Research, vol. 34, pp. 81–89, Jan. https://doi.org/10.1016/s0008-8846(03)00251-5.

ASTM C33/C33M-08. (2008). Standard specification for concrete aggregates. West Conshohocken, PA: ASTM International.


Full Text: PDF

DOI: 10.28991/cej-03091101

Refbacks

  • There are currently no refbacks.




Copyright (c) 2018 Hamed Dabiri

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.
x
Message