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Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures

Year 2020, Volume: 31 Issue: 6, 10399 - 10411, 01.11.2020
https://doi.org/10.18400/tekderg.504698

Abstract

Economic growth and the increase in the population trigger consumption and increase the amount of waste produced. One of the resulting wastes is glass and using of these large amount of glass waste materials by environmental methods is seen as an important issue. On the other hand, there are difficulties due to the decrease of natural resources in the supply of aggregates used in asphalt pavements. In this study, the use of waste glass instead of natural aggregates in asphalt pavements was investigated in terms of water damage. In addition to base bitumen, hydrated lime modified and SBS modified bitumen were used in experimental studies. The waste glass was added in two different sizes (as filler materials and 2 mm sized fine aggregate) and three addition ratios (20%, 30% and 40%) instead of basalt aggregates. The asphalt mix samples produced in optimum bitumen contents were evaluated for water damage by AASHTO T 283 method. Asphalt mixture with 20% glass filler showed the highest water damage resistance. Among the options where the glass aggregate size was chosen as 2 mm, the highest water damage resistance was realized at addition rate of 30%. Both hydrated lime and SBS polymer were effective in improving water damage resistance. However, the highest tensile strength ratio was obtained with hydrated lime. The optimum bitumen contents of the mixtures with glass aggregates produced with both base and modified bitumen were decreased compared to that produced entirely with basalt aggregate. According to the test results, it is understood that the filler materials produced from waste glasses can be used instead of natural aggregate filler.

References

  • [1] Tahmoorian F., Samali B., Tam W.Y., Yeaman J., Evaluation of Mechanical Properties of Recycled Material for Utilization in Asphalt Mixtures, Applied Sciences, 7, 763, 2017.
  • [2] Wu S., Yang W., Xue Y., Preparation and Properties of Glass-asphalt Concrete, Key Laboratory for Silicate Materials Science and Engineering of Ministry of Education, Wuhan University of Technology, Wuhan 430070, P.R China, 2004.
  • [3] Clean Washington Center, CWC. Best practices in glass recycling, 2005.
  • [4] Shafabakhsh, G.H., Sajed, Y., 2014. Investigation of dynamic behavior of hot mix asphalt containing waste materials, case study: glass-cullet. Case Studies in Construction Materials 1, 96–103, 2014.
  • [5] Arabani, M., 2011. Effect of glass-cullet on the improvement of the dynamic behaviour of asphalt concrete. Construction and Building Materials, 25 (3), 1181-1185, 2011.
  • [6] Afkhamy Meybodi, P., Khani Sanij, H., Hosseini, S.H., Olazar, M., Effect of Crushed Glass on Skid Resistance, Moisture Sensitivity and Resilient Modulus of Hot Mix Asphalt Arabian Journal for Science and Engineering, 44(5), 4575–4585, 2019.
  • [7] Su, N. and Chen, J.S., Engineering Properties of Asphalt Concrete Made with Recycled Glass, Resources Conservation and Recycling, 35(101), 259-274, 2002.
  • [8] Huang, Y., Bird, R.N., Heidrich, O., A review of the use of recycled solid waste materials in asphalt pavements, Resources, Conservation and Recycling 52, 58–73, 2007.
  • [9] Behbahani, H., Ziari, H., Kamboozia, N., Khaki, A.M. ve Mirabdolazimi, S.M., Evaluation of Performance and Moisture Sensitivity of Glasphalt Mixtures Modified with Nanotechnology Zycosoil as an Anti-Stripping Additive, Construction and Building Materials, 78, 60-68, 2015.
  • [10] Issa, Y., Effect of Adding Crushed Glass to Asphalt Mix, Archives of Civil Engineering, 62, 2, 2016.
  • [11] Salem, Z.T.A., Khedawi, T.S., Baker, M. B., ve Abendeh, R., Effect of Waste Glass on Properties of Asphalt Concrete Mixtures, Jordan Journal of Civil Engineering, 11 (1), 117-131, 2017.
  • [12] Arabani, M., Mirabdolazimi, S. M. Evaluation of the effect of the use of waste glass cullet in increasing the lifetime of HMA. In: International congress on civil engineering, Iran, Shiraz University, 2009.
  • [13] Liao, Y., Wu, H., Yi, L. The enhancement effect of hydrated lime on glassphalt concrete. Applied Mechanics and Materials, 670-671, 423-427, 2014.
  • [14] Marti, M.M., Mielke, P.E.A., Synthesis of Asphalt Recycling in Minnesota, Minnesota Local Road Research Board, Synthesis Report 2002-32, 2002.
  • [15] Jasim, A.A., By Using Waste Glass as Secondary Aggregates in Asphalt Mixtures, International Journal of Advanced Research 2, 41-46, 2014.
  • [16] Meyer, C., Egosi, N., Andela, C., Concrete with Waste Glass as Aggregate, Recycling and Re-use of Glass Cullet”, Dhir, Dyer and Limbachiya, editors, Proceedings of the International Symposium Concrete Technology Unit of ASCE and University of Dundee, March 19-20, 2001.
  • [17] A summary of the Sectorial Agenda, bi_ozet.com, (ŞİŞECAM) and (EBRD) will skip partnership with Turkey in glass recycling sector editorbiozet, June 28, 2016.
  • [18] Turkey Glass and Glass Products Industry Assembly Industry Report, Turkey Union of Chambers and Commodity Exchanges / www.tobb.org.tr, ISBN :978-605-137-299-02012, 2012.
  • [19] Turkish Highways Technical Specification, General Directorate of Turkish Highways, Technical Research Department, Ankara, Turkey, 2013.
  • [20] İskender, C., Effect of Glass Aggregate Size and Aggregate Gradation on Asphalt Pavement Performance, Master Thesis, Karadeniz Technical University, Institute of Natural Sciences, Trabzon, Turkey, 2017.
  • [21] Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage, AASHTOT283, American Association of State Highway and Transportation Officials, Washington, D.C., USA, 2014.
  • [22] Liang, R.Y., Resistance of Compacted Bituminous Mixture to Moisture Induced Damage for Superpave, Department of Civil Engineering, University of Akron, Akron, 2008.
  • [23] Anochie-Boateng, J.K, George, T.B., Exploring Waste Glass in Hot-Mix Asphalt, Roads & Bridges, IMIESA April, 31-34, 2017.
  • [24] Kandhal, P.S., Waste Materials in Hot Mix Asphalt - An Overview, National Center for Asphalt Technology, NCAT Report No. 92-6, December 1992.

Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures

Year 2020, Volume: 31 Issue: 6, 10399 - 10411, 01.11.2020
https://doi.org/10.18400/tekderg.504698

Abstract

Economic growth and the increase in the population trigger consumption and increase the amount of waste produced. One of the resulting wastes is glass and using of these large amount of glass waste materials by environmental methods is seen as an important issue. On the other hand, there are difficulties due to the decrease of natural resources in the supply of aggregates used in asphalt pavements. In this study, the use of waste glass instead of natural aggregates in asphalt pavements was investigated in terms of water damage. In addition to base bitumen, hydrated lime modified and SBS modified bitumen were used in experimental studies. The waste glass was added in two different sizes (as filler materials and 2 mm sized fine aggregate) and three addition ratios (20%, 30% and 40%) instead of basalt aggregates. The asphalt mix samples produced in optimum bitumen contents were evaluated for water damage by AASHTO T 283 method. Asphalt mixture with 20% glass filler showed the highest water damage resistance. Among the options where the glass aggregate size was chosen as 2 mm, the highest water damage resistance was realized at addition rate of 30%. Both hydrated lime and SBS polymer were effective in improving water damage resistance. However, the highest tensile strength ratio was obtained with hydrated lime. The optimum bitumen contents of the mixtures with glass aggregates produced with both base and modified bitumen were decreased compared to that produced entirely with basalt aggregate. According to the test results, it is understood that the filler materials produced from waste glasses can be used instead of natural aggregate filler.

References

  • [1] Tahmoorian F., Samali B., Tam W.Y., Yeaman J., Evaluation of Mechanical Properties of Recycled Material for Utilization in Asphalt Mixtures, Applied Sciences, 7, 763, 2017.
  • [2] Wu S., Yang W., Xue Y., Preparation and Properties of Glass-asphalt Concrete, Key Laboratory for Silicate Materials Science and Engineering of Ministry of Education, Wuhan University of Technology, Wuhan 430070, P.R China, 2004.
  • [3] Clean Washington Center, CWC. Best practices in glass recycling, 2005.
  • [4] Shafabakhsh, G.H., Sajed, Y., 2014. Investigation of dynamic behavior of hot mix asphalt containing waste materials, case study: glass-cullet. Case Studies in Construction Materials 1, 96–103, 2014.
  • [5] Arabani, M., 2011. Effect of glass-cullet on the improvement of the dynamic behaviour of asphalt concrete. Construction and Building Materials, 25 (3), 1181-1185, 2011.
  • [6] Afkhamy Meybodi, P., Khani Sanij, H., Hosseini, S.H., Olazar, M., Effect of Crushed Glass on Skid Resistance, Moisture Sensitivity and Resilient Modulus of Hot Mix Asphalt Arabian Journal for Science and Engineering, 44(5), 4575–4585, 2019.
  • [7] Su, N. and Chen, J.S., Engineering Properties of Asphalt Concrete Made with Recycled Glass, Resources Conservation and Recycling, 35(101), 259-274, 2002.
  • [8] Huang, Y., Bird, R.N., Heidrich, O., A review of the use of recycled solid waste materials in asphalt pavements, Resources, Conservation and Recycling 52, 58–73, 2007.
  • [9] Behbahani, H., Ziari, H., Kamboozia, N., Khaki, A.M. ve Mirabdolazimi, S.M., Evaluation of Performance and Moisture Sensitivity of Glasphalt Mixtures Modified with Nanotechnology Zycosoil as an Anti-Stripping Additive, Construction and Building Materials, 78, 60-68, 2015.
  • [10] Issa, Y., Effect of Adding Crushed Glass to Asphalt Mix, Archives of Civil Engineering, 62, 2, 2016.
  • [11] Salem, Z.T.A., Khedawi, T.S., Baker, M. B., ve Abendeh, R., Effect of Waste Glass on Properties of Asphalt Concrete Mixtures, Jordan Journal of Civil Engineering, 11 (1), 117-131, 2017.
  • [12] Arabani, M., Mirabdolazimi, S. M. Evaluation of the effect of the use of waste glass cullet in increasing the lifetime of HMA. In: International congress on civil engineering, Iran, Shiraz University, 2009.
  • [13] Liao, Y., Wu, H., Yi, L. The enhancement effect of hydrated lime on glassphalt concrete. Applied Mechanics and Materials, 670-671, 423-427, 2014.
  • [14] Marti, M.M., Mielke, P.E.A., Synthesis of Asphalt Recycling in Minnesota, Minnesota Local Road Research Board, Synthesis Report 2002-32, 2002.
  • [15] Jasim, A.A., By Using Waste Glass as Secondary Aggregates in Asphalt Mixtures, International Journal of Advanced Research 2, 41-46, 2014.
  • [16] Meyer, C., Egosi, N., Andela, C., Concrete with Waste Glass as Aggregate, Recycling and Re-use of Glass Cullet”, Dhir, Dyer and Limbachiya, editors, Proceedings of the International Symposium Concrete Technology Unit of ASCE and University of Dundee, March 19-20, 2001.
  • [17] A summary of the Sectorial Agenda, bi_ozet.com, (ŞİŞECAM) and (EBRD) will skip partnership with Turkey in glass recycling sector editorbiozet, June 28, 2016.
  • [18] Turkey Glass and Glass Products Industry Assembly Industry Report, Turkey Union of Chambers and Commodity Exchanges / www.tobb.org.tr, ISBN :978-605-137-299-02012, 2012.
  • [19] Turkish Highways Technical Specification, General Directorate of Turkish Highways, Technical Research Department, Ankara, Turkey, 2013.
  • [20] İskender, C., Effect of Glass Aggregate Size and Aggregate Gradation on Asphalt Pavement Performance, Master Thesis, Karadeniz Technical University, Institute of Natural Sciences, Trabzon, Turkey, 2017.
  • [21] Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage, AASHTOT283, American Association of State Highway and Transportation Officials, Washington, D.C., USA, 2014.
  • [22] Liang, R.Y., Resistance of Compacted Bituminous Mixture to Moisture Induced Damage for Superpave, Department of Civil Engineering, University of Akron, Akron, 2008.
  • [23] Anochie-Boateng, J.K, George, T.B., Exploring Waste Glass in Hot-Mix Asphalt, Roads & Bridges, IMIESA April, 31-34, 2017.
  • [24] Kandhal, P.S., Waste Materials in Hot Mix Asphalt - An Overview, National Center for Asphalt Technology, NCAT Report No. 92-6, December 1992.
There are 24 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Articles
Authors

Erol İskender 0000-0001-7934-839X

Aytuna Sayın This is me 0000-0002-2442-5324

Atakan Aksoy 0000-0001-5232-6465

Cansu İskender 0000-0003-2856-4409

Publication Date November 1, 2020
Submission Date January 2, 2019
Published in Issue Year 2020 Volume: 31 Issue: 6

Cite

APA İskender, E., Sayın, A., Aksoy, A., İskender, C. (2020). Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures. Teknik Dergi, 31(6), 10399-10411. https://doi.org/10.18400/tekderg.504698
AMA İskender E, Sayın A, Aksoy A, İskender C. Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures. Teknik Dergi. November 2020;31(6):10399-10411. doi:10.18400/tekderg.504698
Chicago İskender, Erol, Aytuna Sayın, Atakan Aksoy, and Cansu İskender. “Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures”. Teknik Dergi 31, no. 6 (November 2020): 10399-411. https://doi.org/10.18400/tekderg.504698.
EndNote İskender E, Sayın A, Aksoy A, İskender C (November 1, 2020) Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures. Teknik Dergi 31 6 10399–10411.
IEEE E. İskender, A. Sayın, A. Aksoy, and C. İskender, “Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures”, Teknik Dergi, vol. 31, no. 6, pp. 10399–10411, 2020, doi: 10.18400/tekderg.504698.
ISNAD İskender, Erol et al. “Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures”. Teknik Dergi 31/6 (November 2020), 10399-10411. https://doi.org/10.18400/tekderg.504698.
JAMA İskender E, Sayın A, Aksoy A, İskender C. Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures. Teknik Dergi. 2020;31:10399–10411.
MLA İskender, Erol et al. “Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures”. Teknik Dergi, vol. 31, no. 6, 2020, pp. 10399-11, doi:10.18400/tekderg.504698.
Vancouver İskender E, Sayın A, Aksoy A, İskender C. Evaluation of the Effect of Glass Granule Size on Water Damage Performance of Asphalt Mixtures. Teknik Dergi. 2020;31(6):10399-411.