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Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt

Yıl 2019, Cilt: 30 Sayı: 4, 9221 - 9241, 01.07.2019
https://doi.org/10.18400/tekderg.405948

Öz

In this study, the effects of mixing temperature on
the performance of hot mix asphalt (HMA) were investigated. 5% Styrene-butadiene-styrene
(SBS) and 18% America Gilsonite were used as binder modifiers. HMA samples were
prepared at the mixing temperatures 10°C, 15°C, and 20°C lower temperatures than the mixing
temperature. Marshall Stability and flow, resistance to moisture-induced damage
and indirect tensile fatigue tests were conducted on the hot mix asphalt
samples. As a result of the experimental study, it was determined that the use
of additives increased the performance of the HMAs. In addition, it was
determined that, in general, the stability, Marshall quotient, indirect tensile
strength and fatigue life of the mixtures decreased and the flow values
increased with decreased mixing temperature. 

Kaynakça

  • 1. Kök, B.V., Yilmaz, M., Kuloglu, N., Asfaltitin Bitüm ve Bitümlü Sıcak Karışımların Mekanik Özelliklerine Etkisi, İMO Teknik Dergi, 5813-5826, 2012.
  • 2. Benhood, A., Olek, J., Rheological properties of asphalt binders modified with styrene-butadiene-styrene (SBS), ground tire rubber (GTR), or polyphosphoric acid (PPA), Construction and Building Materials, 151: 464–478, 2017.
  • 3. Whiteoak, D., Shell Bitumen Handbook, Shell Bitumen UK, Riversdell Hause, 1990.
  • 4. Zhu, J., Birgisson, B., Kiringos, N., Polymer modification of bitumen: advances and challenges, European Polymer Journal, 54: 18–38, 2014.
  • 5. Ahmedzade, P., Alataş, T., Geçkil, T., Asfalt Betonunda Siyah Karbonun Filler Olarak Kullanımı, İMO Teknik Dergi, 4493-4507, 2008.
  • 6. Kök, B.V., Yılmaz, M., Erkuş, Y., Effect of graphite on mechanical properties of stone mastic asphalt pavement, Journal of Civil Engineering and Management 23 (8): 1013-1020, 2017.
  • 7. Topal, A., Evaluation of the properties and microstructure of plastomeric polymer modified bitumens, Fuel Processing Technology, 91 (1): 45-51, 2010.
  • 8. Nejad, F.M., Azarhoosh, A.R., Hamedi, G.H., Azarhoosh, M.J., Characterization of permanent deformation resistance of precipitated calcium carbonate modified asphalt mixture, Journal of Civil Engineering and Management, 21 (5): 615-622, 2015.
  • 9. Şengöz, B., Işıkyakar, G., Analysis of styrene-butadiene-styrene polymer modified bitumen using fluorescent microscopy and conventional test methods, Journal of Hazardous Materials, 150: 424–432, 2008.
  • 10. Kumar, K., Singh, A., Maity, S.K., Srivastava, M., Sahai, M., Singh, R.K., Garg, M.O., Rheological studies of performance grade bitumens prepared by blending elastomeric SBS (styrene butadiene styrene) co-polymer in base bitumens, Journal of Industrial and Engineering Chemistry, 44: 112-117, 2016.
  • 11. Isacsson, U., Lu, X., Testing and appraisal of polymer modified road bitumens: state of the art, Materials and Structures, 28: 139–159, 1995.
  • 12. Cavaliere, M.G., Diani, E., Dia, M.D., Dynamic mechanical characterization of binder and asphalt concrete, Proceedings of the Euroasphalt and Eurobitume Congress, 7-10 May, Strasbourg, France, 1996.
  • 13. Brown, S.F., Rowlett, R.D., Boucher, J.L., Asphalt modification, Proceedings of the conference The United States strategic highway research program, 29-31 October, London, England, 181–203, 1990.
  • 14. Bahia, H.U., Hanson, D.I., Zeng, M., Zhai, H., Khatri M.A., Anderson, R.M., Characterization of modified asphalt binders in Superpave mix design, Project No. 9-10, Washington, DC: Transportation Research Board, 2001.
  • 15. Davis N., Tooman, C.E., New laboratory tests evaluate the effectiveness of Gilsonite resin as a borehole stabilizer, SPE Drilling Engineering, 4(1): 47–56, 1989.
  • 16. Ameri, M., Mansourian, A., Ashani, S.S., Yadollahi, G., Technical study on the Iranian Gilsonite as an additive for modification of asphalt binders used in pavement construction, Construction and Building Materials, 25: 1379–1387, 2011.
  • 17. Bardesi, A., Brule, B., Corte, J.F., Diani, E., Gerritsen, A., Lefevre, G., Watkins, S., Use of modified bituminous binders, special bitumens and bitumens with additives in pavement applications, Technical Committee Flexible Roads (C8) World Road Association (PIARC), Paris, France, 1999.
  • 18. Widyatmoko, I., Elliott, R., Characteristics of elastomeric and plastomeric binders in contact with natural asphalts, Construction and Building Materials, 22: 239–249, 2008.
  • 19. Babagoli, R., Hasaninia, M., Namazi, N.M., Laboratory evaluation of the effect of Gilsonite on the performance of stone matrix asphalt mixtures, Road Materials and Pavement Design, 16 (4): 889-906, 2015.
  • 20. Jahanian, H.R., Shafabakhsh, G.H., Divandari, H., Performance evaluation of hot mix asphalt (HMA) containing bitumen modified with Gilsonite, Construction and Building Materials, 131: 156–164, 2017.
  • 21. Anderson, D.A., Maurer, D., Ramirez, T., Christensen, D.W., Marasteanu, M.O., Mehta, Y., Field performance of modified asphalt binders evaluated with Superpave test methods, Transportation Research Record, 1661: 60–68, 1999.
  • 22. Huang, B., Li, G., Shu, X., Investigation into three-layered HMA mixtures, Composites, 37: 679–690, 2006.
  • 23. Quintana, H.A.R., Noguera, J.A.H., Bonells, C.F.U., Behavior of Gilsonite-modified hot mix asphalt by wet and dry processes, ASCE Journal of Materials in Civil Engineering, 28 (2): 04015114, 10.1061/(ASCE)MT.1943-5533.0001339, 2015.
  • 24. Yilmaz, M., Yalcin, E., The effects of using different bitumen modifiers and hydrated lime together on the properties of hot mix asphalts, Road Materials and Pavement Design, 17 (2): 499-511, 2016.
  • 25. Yilmaz, M., Çeloğlu, M.E., Effects of SBS and different natural asphalts on the properties of bituminous binders and mixtures, Construction and Building Materials, 44: 533-540, 2013.
  • 26. Suo, Z., Wong, W.G., Analysis of fatigue crack growth behavior in asphalt concrete material in wearing course, Construction and Building Materials, 23: 462–468, 2009.
  • 27. Asphalt Institute, Superpave mix designs, Superpave series no: 2, (SP-2), Asphalt Institute, Lexington, KY, USA, 2003.
  • 28. Yilmaz, M., Yamaç, Ö.E., Evaluation of Gilsonite and styrene-butadiene-styrene composite usage in bitumen modification on the mechanical properties of hot mix asphalts, ASCE Journal of Materials in Civil Engineering, 29(9): 10.1061/(ASCE) MT.1943-5533.0001938, 2017.
  • 29. Zaniewski, J.P., Pumphrey, M.E., Evaluation of performance graded asphalt binder equipment and testing protocol, Morgantown, WV: Asphalt Technology Program, Department of Civil and Environmental Engineering, 2004.
  • 30. Zoorob, S.E., Suparma, L.B., Laboratory design and investigation of the properties of continuously graded asphaltic concrete containing recycled plastics aggregate replacement (plastiphalt), Cement and Concrete Composites, 22(4): 233–242, 2000.
  • 31. BS DD ABF, Method for determination of the fatigue characteristics of bituminous mixtures using indirect tensile fatigue, Draft for Development, British Standards Institution, London, England, 1997.
  • 32. Aragao, F.T.S., Lee, J., Kim, Y.R., Karki, P., Material specific effects of hydrated lime on the properties and performance behaviour of asphalt mixtures and asphaltic pavements, Construction and Building Materials, 24 (4): 538-544, 2010.

Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt

Yıl 2019, Cilt: 30 Sayı: 4, 9221 - 9241, 01.07.2019
https://doi.org/10.18400/tekderg.405948

Öz

In this study, the effects of mixing temperature on the performance of hot mix asphalt (HMA) were investigated. 5% Styrene-butadiene-styrene (SBS) and 18% America Gilsonite were used as binder modifiers. HMA samples were prepared at the mixing temperatures 10°C, 15°C, and 20°C lower temperatures than the mixing temperature. Marshall Stability and flow, resistance to moisture-induced damage and indirect tensile fatigue tests were conducted on the hot mix asphalt samples. As a result of the experimental study, it was determined that the use of additives increased the performance of the HMAs. In addition, it was determined that, in general, the stability, Marshall quotient, indirect tensile strength and fatigue life of the mixtures decreased and the flow values increased with decreased mixing temperature. 

Kaynakça

  • 1. Kök, B.V., Yilmaz, M., Kuloglu, N., Asfaltitin Bitüm ve Bitümlü Sıcak Karışımların Mekanik Özelliklerine Etkisi, İMO Teknik Dergi, 5813-5826, 2012.
  • 2. Benhood, A., Olek, J., Rheological properties of asphalt binders modified with styrene-butadiene-styrene (SBS), ground tire rubber (GTR), or polyphosphoric acid (PPA), Construction and Building Materials, 151: 464–478, 2017.
  • 3. Whiteoak, D., Shell Bitumen Handbook, Shell Bitumen UK, Riversdell Hause, 1990.
  • 4. Zhu, J., Birgisson, B., Kiringos, N., Polymer modification of bitumen: advances and challenges, European Polymer Journal, 54: 18–38, 2014.
  • 5. Ahmedzade, P., Alataş, T., Geçkil, T., Asfalt Betonunda Siyah Karbonun Filler Olarak Kullanımı, İMO Teknik Dergi, 4493-4507, 2008.
  • 6. Kök, B.V., Yılmaz, M., Erkuş, Y., Effect of graphite on mechanical properties of stone mastic asphalt pavement, Journal of Civil Engineering and Management 23 (8): 1013-1020, 2017.
  • 7. Topal, A., Evaluation of the properties and microstructure of plastomeric polymer modified bitumens, Fuel Processing Technology, 91 (1): 45-51, 2010.
  • 8. Nejad, F.M., Azarhoosh, A.R., Hamedi, G.H., Azarhoosh, M.J., Characterization of permanent deformation resistance of precipitated calcium carbonate modified asphalt mixture, Journal of Civil Engineering and Management, 21 (5): 615-622, 2015.
  • 9. Şengöz, B., Işıkyakar, G., Analysis of styrene-butadiene-styrene polymer modified bitumen using fluorescent microscopy and conventional test methods, Journal of Hazardous Materials, 150: 424–432, 2008.
  • 10. Kumar, K., Singh, A., Maity, S.K., Srivastava, M., Sahai, M., Singh, R.K., Garg, M.O., Rheological studies of performance grade bitumens prepared by blending elastomeric SBS (styrene butadiene styrene) co-polymer in base bitumens, Journal of Industrial and Engineering Chemistry, 44: 112-117, 2016.
  • 11. Isacsson, U., Lu, X., Testing and appraisal of polymer modified road bitumens: state of the art, Materials and Structures, 28: 139–159, 1995.
  • 12. Cavaliere, M.G., Diani, E., Dia, M.D., Dynamic mechanical characterization of binder and asphalt concrete, Proceedings of the Euroasphalt and Eurobitume Congress, 7-10 May, Strasbourg, France, 1996.
  • 13. Brown, S.F., Rowlett, R.D., Boucher, J.L., Asphalt modification, Proceedings of the conference The United States strategic highway research program, 29-31 October, London, England, 181–203, 1990.
  • 14. Bahia, H.U., Hanson, D.I., Zeng, M., Zhai, H., Khatri M.A., Anderson, R.M., Characterization of modified asphalt binders in Superpave mix design, Project No. 9-10, Washington, DC: Transportation Research Board, 2001.
  • 15. Davis N., Tooman, C.E., New laboratory tests evaluate the effectiveness of Gilsonite resin as a borehole stabilizer, SPE Drilling Engineering, 4(1): 47–56, 1989.
  • 16. Ameri, M., Mansourian, A., Ashani, S.S., Yadollahi, G., Technical study on the Iranian Gilsonite as an additive for modification of asphalt binders used in pavement construction, Construction and Building Materials, 25: 1379–1387, 2011.
  • 17. Bardesi, A., Brule, B., Corte, J.F., Diani, E., Gerritsen, A., Lefevre, G., Watkins, S., Use of modified bituminous binders, special bitumens and bitumens with additives in pavement applications, Technical Committee Flexible Roads (C8) World Road Association (PIARC), Paris, France, 1999.
  • 18. Widyatmoko, I., Elliott, R., Characteristics of elastomeric and plastomeric binders in contact with natural asphalts, Construction and Building Materials, 22: 239–249, 2008.
  • 19. Babagoli, R., Hasaninia, M., Namazi, N.M., Laboratory evaluation of the effect of Gilsonite on the performance of stone matrix asphalt mixtures, Road Materials and Pavement Design, 16 (4): 889-906, 2015.
  • 20. Jahanian, H.R., Shafabakhsh, G.H., Divandari, H., Performance evaluation of hot mix asphalt (HMA) containing bitumen modified with Gilsonite, Construction and Building Materials, 131: 156–164, 2017.
  • 21. Anderson, D.A., Maurer, D., Ramirez, T., Christensen, D.W., Marasteanu, M.O., Mehta, Y., Field performance of modified asphalt binders evaluated with Superpave test methods, Transportation Research Record, 1661: 60–68, 1999.
  • 22. Huang, B., Li, G., Shu, X., Investigation into three-layered HMA mixtures, Composites, 37: 679–690, 2006.
  • 23. Quintana, H.A.R., Noguera, J.A.H., Bonells, C.F.U., Behavior of Gilsonite-modified hot mix asphalt by wet and dry processes, ASCE Journal of Materials in Civil Engineering, 28 (2): 04015114, 10.1061/(ASCE)MT.1943-5533.0001339, 2015.
  • 24. Yilmaz, M., Yalcin, E., The effects of using different bitumen modifiers and hydrated lime together on the properties of hot mix asphalts, Road Materials and Pavement Design, 17 (2): 499-511, 2016.
  • 25. Yilmaz, M., Çeloğlu, M.E., Effects of SBS and different natural asphalts on the properties of bituminous binders and mixtures, Construction and Building Materials, 44: 533-540, 2013.
  • 26. Suo, Z., Wong, W.G., Analysis of fatigue crack growth behavior in asphalt concrete material in wearing course, Construction and Building Materials, 23: 462–468, 2009.
  • 27. Asphalt Institute, Superpave mix designs, Superpave series no: 2, (SP-2), Asphalt Institute, Lexington, KY, USA, 2003.
  • 28. Yilmaz, M., Yamaç, Ö.E., Evaluation of Gilsonite and styrene-butadiene-styrene composite usage in bitumen modification on the mechanical properties of hot mix asphalts, ASCE Journal of Materials in Civil Engineering, 29(9): 10.1061/(ASCE) MT.1943-5533.0001938, 2017.
  • 29. Zaniewski, J.P., Pumphrey, M.E., Evaluation of performance graded asphalt binder equipment and testing protocol, Morgantown, WV: Asphalt Technology Program, Department of Civil and Environmental Engineering, 2004.
  • 30. Zoorob, S.E., Suparma, L.B., Laboratory design and investigation of the properties of continuously graded asphaltic concrete containing recycled plastics aggregate replacement (plastiphalt), Cement and Concrete Composites, 22(4): 233–242, 2000.
  • 31. BS DD ABF, Method for determination of the fatigue characteristics of bituminous mixtures using indirect tensile fatigue, Draft for Development, British Standards Institution, London, England, 1997.
  • 32. Aragao, F.T.S., Lee, J., Kim, Y.R., Karki, P., Material specific effects of hydrated lime on the properties and performance behaviour of asphalt mixtures and asphaltic pavements, Construction and Building Materials, 24 (4): 538-544, 2010.
Toplam 32 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği
Bölüm Makale
Yazarlar

Gül Balık Bu kişi benim 0000-0001-7614-9862

Mehmet Yılmaz 0000-0002-2761-2598

Baha Vural Kök 0000-0002-7496-6006

Taner Alataş 0000-0002-2762-0440

Yayımlanma Tarihi 1 Temmuz 2019
Gönderilme Tarihi 14 Mart 2018
Yayımlandığı Sayı Yıl 2019 Cilt: 30 Sayı: 4

Kaynak Göster

APA Balık, G., Yılmaz, M., Kök, B. V., Alataş, T. (2019). Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt. Teknik Dergi, 30(4), 9221-9241. https://doi.org/10.18400/tekderg.405948
AMA Balık G, Yılmaz M, Kök BV, Alataş T. Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt. Teknik Dergi. Temmuz 2019;30(4):9221-9241. doi:10.18400/tekderg.405948
Chicago Balık, Gül, Mehmet Yılmaz, Baha Vural Kök, ve Taner Alataş. “Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt”. Teknik Dergi 30, sy. 4 (Temmuz 2019): 9221-41. https://doi.org/10.18400/tekderg.405948.
EndNote Balık G, Yılmaz M, Kök BV, Alataş T (01 Temmuz 2019) Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt. Teknik Dergi 30 4 9221–9241.
IEEE G. Balık, M. Yılmaz, B. V. Kök, ve T. Alataş, “Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt”, Teknik Dergi, c. 30, sy. 4, ss. 9221–9241, 2019, doi: 10.18400/tekderg.405948.
ISNAD Balık, Gül vd. “Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt”. Teknik Dergi 30/4 (Temmuz 2019), 9221-9241. https://doi.org/10.18400/tekderg.405948.
JAMA Balık G, Yılmaz M, Kök BV, Alataş T. Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt. Teknik Dergi. 2019;30:9221–9241.
MLA Balık, Gül vd. “Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt”. Teknik Dergi, c. 30, sy. 4, 2019, ss. 9221-4, doi:10.18400/tekderg.405948.
Vancouver Balık G, Yılmaz M, Kök BV, Alataş T. Effects of Mixing Temperature on the Mechanical Properties of Hot Mix Asphalt. Teknik Dergi. 2019;30(4):9221-4.