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Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens

Year 2018, Volume: 13 Issue: 1, 77 - 85, 01.03.2018

Abstract

In the present study, the effects of
styrene-butadiene-styrene (SBS) and American gilsonite (AG) on the stiffness
and thermal sensitivity of bituminous binders were investigated in bitumen
modification. Şanlıurfa province was chosen as the application field. It was
determined that 18% AG and 5% SBS additives should be used separately to obtain
the adequate binder for Şanlıurfa province. It was also determined that 13% AG
with 2% SBS, 10% AG with 3% SBS and 6% AG with 4% SBS were required to obtain
binders with the same performance level. Penetration, softening point and
rotational viscometer tests were conducted on neat and modified bitumen to
determine the consistency of binders. Furthermore, thermal sensitivities of
binders were determined from penetration index and penetration viscosity number
values. It was determined that all additives increased the consistency of the
binders, the most effective additive type and ratio was 18% AG on penetration
values, and all additives had similar effects on the softening point and
viscosity values. In addition, it was determined that the temperature
susceptibility was reduced with additive use and the most effective
contribution came from 5% SBS.

References

  • 1.Kennedy, T.W., Cominsky, R.J. (1990). Hypotheses and models employed in the SHRP asphalt research program. SHRP-A/WP-90-008, Strategic Highway Research Program, Washington. 2. Claudy, P., Letoffe, J.M., King, G.N., Brule, B., Planche, J.P. (1990). Caracterisation des bitumes routiers par analyse calorimetrique differentielle. Bull Liaison Lab Ponts Chaussees, issue 165, pp. 85-92. 3. Garcia-Morales, M., Partal, P., Navarro, F.J., Martinez-Boza, F.J., Gallegos, C. (2006). Process rheokinetics and microstructure of recycled EVA/LDPE-modified bitumen. Rheol Acta., vol. 45, pp. 513-524. 4. Tunç, A. (2004). Esnek Kaplama Malzemeleri El Kitabı. Asil Yayın Dağıtım, 352 s. 5. Lu, X., Isacsson, U. (2000). Laboratory study on the low temperature physical hardening of conventional and polymer modified bitumens. Constr. Build. Mater., vol. 14, pp. 79-88. 6. Navarro, F.J., Partal, P., Martinez-Boza, F., Valencia, C., Gallegos, C. (2002). Rheological characteristics of ground tire rubber-modified bitumens. Chem. Eng. J., vol. 89, pp. 53-61. 7. Airey, G.D. (2002). Rheological properties of styrene butadiene styrene polymer modified road bitumens. Fuel, vol. 82(14), pp. 1709-1719. 8. Aglan, H., Othman, A., Figueroa, L., Rollings, R. (1993). Effect of styrene-butadiene-styrene block copolymer on fatigue crack propagation behavior of asphalt concrete mixtures. Transp. Res. Rec., vol. 1417, pp. 178-186. 9. Khattak, M.J., Baladi, G.Y. (1998). Engineering properties of polymer-modified asphalt mixtures. Transp. Res. Rec., vol. 1638, pp. 12-22. 10. Hamidi, H. (1998). Stiffness Modulus and Permanent Deformation Characteristics of Asphalt Mix Containing Gilsonite, PhD Thesis, Bandung Technology Institute, India. 11. Liu, J., Li, P. (2008). Experimental study on gilsonite-modified asphalt. Proceeding of the 2008 Airfield and Highway Pavement Specialty Conference, Washington, pp. 222-228. 12.URL-1, http://www.asiagilsonite.com/?page=gilsonite Asia Gilsonite. 27 Ocak 2017. 13. Yalçın, E. (2014). Filler Olarak Kireç Kullanımının Modifiye Bitümlerle Hazırlanan Karışımların Performansına Etkisinin İncelenmesi, Yüksek Lisans Tezi, Fırat Üniversitesi, Fen Bilimleri Enstitüsü, Elazığ. 14. Çeloğlu, M.E. (2014). Farklı Doğal Asfaltların Bitüm ve Bitümlü Sıcak Karışımların Özelliklerine Etkileri, Yüksek Lisans Tezi, Fırat Üniversitesi, Fen Bilimleri Enstitüsü, Elazığ. 15. Widyatmoko, I., Elliott, R. (2008). Characteristics of elastomeric and plastomeric binders in contact with natural asphalts. Construction and Building Materials, vol. 22, pp. 239-249. 16. Babagoli, R., Hasaninia, M., Namazi, N.M. (2015). Laboratory evaluation of the effect of gilsonite on the performance of stone matrix asphalt mixture. Road Materials and Pavement Design, vol. 16(4), pp. 889-906. 17. Wen, G., Zhang, Y., Zhang, Y., Sun, K., Fan, Y. (2002). Rheological characterization of storage-stable SBS-modified asphalts. Polymer Testing, vol. 21, pp. 295-302. 18. Sun, D., Lu, W. (2003). Investigation and improvement of storage stability of sbs modified asphalt. Petroleum Science and Technology, vol. 21(5-6), pp. 901-910. 19. Davis, N., Tooman, C.E. (1989). New laboratory tests evaluate the effectiveness of gilsonite resin as a borehole stabilizer. SPE Drilling Engineering, vol. 4(1), pp. 47-56. 20. Kök, B.V., Yılmaz, M., Akpolat, M. (2014). Evaluation of the conventional and rheological properties of SBS + Sasobit modified binder. Construction and Building Materials, vol. 63, pp. 174-179. 21. Carcer, I.A., Masegosa, R.M., Vinas, M.T., Salom, C., Prolongo, M.G., Contreras, V., Barcelo, F., Paez, A. (2014). Storage stability of SBS/Sulfur modified bitumens at high temperature: Influence of bitumen composition and structure. Construction and Building Materials, vol. 52, pp. 245-52. 22. Pamplona, T.F., Amoni, B.C., Alencar, A.E.V., Lima, A.P.D., Ricardo, N.M., Soares, J.B., Soares, S.A. (2012). Asphalt binders modified by SBS and SBS/Nanoclays: Effect on rheological properties. Journal of the Brazilian Chemical Society, vol. 23(4), pp. 639-647. 23. Zaniewski, J.P., Pumphrey, M.E. (2004). Evaluation of performance graded asphalt binder equipment and testing protocol. Asphalt Technology Program, pp. 107. 24. Peng, Y., Ruibo, R., Lizhi, Xiaoning, W., Z. (2012). Characteristic behavior of asphalt with SBS and PE. Sustainable Construction Materials, pp. 421-429. 25. McGennis, R.B., Shuler, S., Bahia, H.U. (1994). Background of Superpave asphalt binder test methods. No. FHWA-SA-94-069, pp. 104. 26. Ullidtz, P. (1987). Pavement Analysis. Elsevier, Amsterdam, pp 318. 27. McLeod, N.W. (1976). Asphalt cements: pen-vis number and its application to moduli of stiffness. Journal of Testing and Evaluation, vol. 4(4), pp. 275-282, July.
Year 2018, Volume: 13 Issue: 1, 77 - 85, 01.03.2018

Abstract

References

  • 1.Kennedy, T.W., Cominsky, R.J. (1990). Hypotheses and models employed in the SHRP asphalt research program. SHRP-A/WP-90-008, Strategic Highway Research Program, Washington. 2. Claudy, P., Letoffe, J.M., King, G.N., Brule, B., Planche, J.P. (1990). Caracterisation des bitumes routiers par analyse calorimetrique differentielle. Bull Liaison Lab Ponts Chaussees, issue 165, pp. 85-92. 3. Garcia-Morales, M., Partal, P., Navarro, F.J., Martinez-Boza, F.J., Gallegos, C. (2006). Process rheokinetics and microstructure of recycled EVA/LDPE-modified bitumen. Rheol Acta., vol. 45, pp. 513-524. 4. Tunç, A. (2004). Esnek Kaplama Malzemeleri El Kitabı. Asil Yayın Dağıtım, 352 s. 5. Lu, X., Isacsson, U. (2000). Laboratory study on the low temperature physical hardening of conventional and polymer modified bitumens. Constr. Build. Mater., vol. 14, pp. 79-88. 6. Navarro, F.J., Partal, P., Martinez-Boza, F., Valencia, C., Gallegos, C. (2002). Rheological characteristics of ground tire rubber-modified bitumens. Chem. Eng. J., vol. 89, pp. 53-61. 7. Airey, G.D. (2002). Rheological properties of styrene butadiene styrene polymer modified road bitumens. Fuel, vol. 82(14), pp. 1709-1719. 8. Aglan, H., Othman, A., Figueroa, L., Rollings, R. (1993). Effect of styrene-butadiene-styrene block copolymer on fatigue crack propagation behavior of asphalt concrete mixtures. Transp. Res. Rec., vol. 1417, pp. 178-186. 9. Khattak, M.J., Baladi, G.Y. (1998). Engineering properties of polymer-modified asphalt mixtures. Transp. Res. Rec., vol. 1638, pp. 12-22. 10. Hamidi, H. (1998). Stiffness Modulus and Permanent Deformation Characteristics of Asphalt Mix Containing Gilsonite, PhD Thesis, Bandung Technology Institute, India. 11. Liu, J., Li, P. (2008). Experimental study on gilsonite-modified asphalt. Proceeding of the 2008 Airfield and Highway Pavement Specialty Conference, Washington, pp. 222-228. 12.URL-1, http://www.asiagilsonite.com/?page=gilsonite Asia Gilsonite. 27 Ocak 2017. 13. Yalçın, E. (2014). Filler Olarak Kireç Kullanımının Modifiye Bitümlerle Hazırlanan Karışımların Performansına Etkisinin İncelenmesi, Yüksek Lisans Tezi, Fırat Üniversitesi, Fen Bilimleri Enstitüsü, Elazığ. 14. Çeloğlu, M.E. (2014). Farklı Doğal Asfaltların Bitüm ve Bitümlü Sıcak Karışımların Özelliklerine Etkileri, Yüksek Lisans Tezi, Fırat Üniversitesi, Fen Bilimleri Enstitüsü, Elazığ. 15. Widyatmoko, I., Elliott, R. (2008). Characteristics of elastomeric and plastomeric binders in contact with natural asphalts. Construction and Building Materials, vol. 22, pp. 239-249. 16. Babagoli, R., Hasaninia, M., Namazi, N.M. (2015). Laboratory evaluation of the effect of gilsonite on the performance of stone matrix asphalt mixture. Road Materials and Pavement Design, vol. 16(4), pp. 889-906. 17. Wen, G., Zhang, Y., Zhang, Y., Sun, K., Fan, Y. (2002). Rheological characterization of storage-stable SBS-modified asphalts. Polymer Testing, vol. 21, pp. 295-302. 18. Sun, D., Lu, W. (2003). Investigation and improvement of storage stability of sbs modified asphalt. Petroleum Science and Technology, vol. 21(5-6), pp. 901-910. 19. Davis, N., Tooman, C.E. (1989). New laboratory tests evaluate the effectiveness of gilsonite resin as a borehole stabilizer. SPE Drilling Engineering, vol. 4(1), pp. 47-56. 20. Kök, B.V., Yılmaz, M., Akpolat, M. (2014). Evaluation of the conventional and rheological properties of SBS + Sasobit modified binder. Construction and Building Materials, vol. 63, pp. 174-179. 21. Carcer, I.A., Masegosa, R.M., Vinas, M.T., Salom, C., Prolongo, M.G., Contreras, V., Barcelo, F., Paez, A. (2014). Storage stability of SBS/Sulfur modified bitumens at high temperature: Influence of bitumen composition and structure. Construction and Building Materials, vol. 52, pp. 245-52. 22. Pamplona, T.F., Amoni, B.C., Alencar, A.E.V., Lima, A.P.D., Ricardo, N.M., Soares, J.B., Soares, S.A. (2012). Asphalt binders modified by SBS and SBS/Nanoclays: Effect on rheological properties. Journal of the Brazilian Chemical Society, vol. 23(4), pp. 639-647. 23. Zaniewski, J.P., Pumphrey, M.E. (2004). Evaluation of performance graded asphalt binder equipment and testing protocol. Asphalt Technology Program, pp. 107. 24. Peng, Y., Ruibo, R., Lizhi, Xiaoning, W., Z. (2012). Characteristic behavior of asphalt with SBS and PE. Sustainable Construction Materials, pp. 421-429. 25. McGennis, R.B., Shuler, S., Bahia, H.U. (1994). Background of Superpave asphalt binder test methods. No. FHWA-SA-94-069, pp. 104. 26. Ullidtz, P. (1987). Pavement Analysis. Elsevier, Amsterdam, pp 318. 27. McLeod, N.W. (1976). Asphalt cements: pen-vis number and its application to moduli of stiffness. Journal of Testing and Evaluation, vol. 4(4), pp. 275-282, July.
There are 1 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section TJST
Authors

Özge Erdoğan Yamaç This is me

Mehmet Yılmaz This is me

Baha Vural Kök This is me

Publication Date March 1, 2018
Submission Date January 8, 2017
Published in Issue Year 2018 Volume: 13 Issue: 1

Cite

APA Erdoğan Yamaç, Ö., Yılmaz, M., & Kök, B. V. (2018). Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens. Turkish Journal of Science and Technology, 13(1), 77-85.
AMA Erdoğan Yamaç Ö, Yılmaz M, Kök BV. Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens. TJST. March 2018;13(1):77-85.
Chicago Erdoğan Yamaç, Özge, Mehmet Yılmaz, and Baha Vural Kök. “Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens”. Turkish Journal of Science and Technology 13, no. 1 (March 2018): 77-85.
EndNote Erdoğan Yamaç Ö, Yılmaz M, Kök BV (March 1, 2018) Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens. Turkish Journal of Science and Technology 13 1 77–85.
IEEE Ö. Erdoğan Yamaç, M. Yılmaz, and B. V. Kök, “Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens”, TJST, vol. 13, no. 1, pp. 77–85, 2018.
ISNAD Erdoğan Yamaç, Özge et al. “Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens”. Turkish Journal of Science and Technology 13/1 (March 2018), 77-85.
JAMA Erdoğan Yamaç Ö, Yılmaz M, Kök BV. Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens. TJST. 2018;13:77–85.
MLA Erdoğan Yamaç, Özge et al. “Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens”. Turkish Journal of Science and Technology, vol. 13, no. 1, 2018, pp. 77-85.
Vancouver Erdoğan Yamaç Ö, Yılmaz M, Kök BV. Effects of the Combined Use of Styrene-Butadiene-Styrene and Gilsonite in Bitumen Modification on the Stiffness and Thermal Sensitivity of Bitumens. TJST. 2018;13(1):77-85.