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Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci ve Sıcaklık Hassasiyetlerinin Belirlenmesi

Year 2023, , 301 - 312, 28.03.2023

Mustafa Akpolat

https://doi.org/10.35234/fumbd.1225791

Abstract

Bu çalışmada, Nanosilika (NS) katkısının bitümlü bağlayıcıların tekerlek izi ve sıcaklık hassasiyetine olan etkisi değerlendirilmiştir. Bu kapsamda saf ve 3 farklı orandaki (%2, %4 ve %6) nanosilika modifiyeli bağlayıcılar üzerine penetrasyon, yumuşama noktası, viskozite ve çoklu gerilmeli sünme geri dönme (MSCR) deneyi uygulanmıştır. Saf ve NS modifiyeli bağlayıcıların sıcaklık hassasiyetini belirlemek için geleneksel deney sonuçlarından yararlanılarak penetrasyon indeksi (PI) ve penetrasyon-viskozite sayısı (PVN) belirlenmiştir. Elde edilen sonuçlara göre, saf bağlayıcının nanosilika ile modifiye edilmesiyle bağlayıcının kıvamında azalma ve viskozitesinde artış sağlanmıştır. Bu sayede sıcaklık hassasiyeti daha düşük modifiye bağlayıcılar elde edilmiştir. Ayrıca MSCR deney sonuçlarına göre nanosilika modifiyesinin bütün sıcaklıklarda daha düşük Jnr değerleri vererek bağlayıcının tekerlek izi parametresini geliştirdiği daha ağır taşıt trafiklerine cevap verebileceği ve yüksek servis sıcaklıklarında kullanılabileceği belirlenmiştir.

Keywords

Nanosilika modifikasyon sıcaklık hassasiyeti tekerlek izi

References

  • Ouyang C, Wang S, Zhang Y, Zhang Y. Improving the Aging Resistance of Asphalt by Addition of Zinc Dialkyldithiophosphate. Fuel 2006; 85(7–8): 1060–1066.
  • Moghadas Nejad F, Tanzadeh R, Tanzadeh J, Hamedi GH. Investigating the Effect of Nanoparticles on the Rutting Behaviour of Hot-Mix Asphalt. Int. J. Pavement Eng. 2016; 17(4): 353–362.
  • Al-Sabaeei AM, Napiah MB, Sutanto MH, Alaloul WS, Zoorob SE, Usman A. Influence of Nanosilica Particles on the High-Temperature Performance of Waste Denim Fibre-Modified Bitumen. Int. J. Pavement Eng. 2022; 23(2): 207–220.
  • Bala N, Napiah M, Kamaruddin I. Nanosilica Composite Asphalt Mixtures Performance-Based Design and Optimisation Using Response Surface Methodology. Int. J. Pavement Eng. 2020; 21(1): 29–40.
  • Kong D, Du X, Wei S, Zhang H, Yang Y, Shah SP. Influence of Nano-Silica Agglomeration on Microstructure and Properties of the Hardened Cement-Based Materials. Constr. Build. Mater. 2012; 37: 707–715.
  • Yusoff NIM, Breem AAS, Alattug HNM, Hamim A, Ahmad J. The Effects of Moisture Susceptibility and Ageing Conditions on Nano-Silica/Polymer-Modified Asphalt Mixtures. Constr. Build. Mater. 2014; 72: 139–147.
  • Yao H, You Z, Li L, Lee CH, Wingard D, Yap YK, Shi X, Goh SW. Rheological Properties and Chemical Bonding of Asphalt Modified with Nanosilica. J. Mater. Civ. Eng. 2013; 25(11): 1619–1630.
  • Fini EH, Hajikarimi P, Rahi M, Moghadas Nejad F. Physiochemical, Rheological, and Oxidative Aging Characteristics of Asphalt Binder in the Presence of Mesoporous Silica Nanoparticles. J. Mater. Civ. Eng. 2016; 28(2).
  • Uluçaylı M. Türkiye’de Asfalt Beton Kaplamalar ve Alternatifleri. Karayolları Tek. Bülten 1976.
  • Han L, Zheng M, Li J, Li Y, Zhu Y, Ma Q. Effect of Nano Silica and Pretreated Rubber on the Properties of Terminal Blend Crumb Rubber Modified Asphalt. Constr. Build. Mater. 2017; 157: 277–291.
  • Al-Sabaeei AM, Napiah M, Sutanto M, Alaloul W, Md Yusoff NI, Imran Khan M, Modibbo Saeed S. Physicochemical, Rheological and Microstructural Properties of Nano-Silica Modified Bio-Asphalt. Constr. Build. Mater. 2021; 297: 123772.
  • Samsudin MS, Arshad AK, Masri KA, Rawi SN, Hassan HM, Mustakim NH. Characterisation of Colloidal Nanosilica Modified Asphalt Binder. J. Phys. Conf. Ser. 2021; 1874(1).
  • Taherkhani H, Afroozi S. Investigating the Creep Properties of Asphaltic Concrete Containing Nano-Silica. Sādhanā 2018; 43(2): 24.
  • Zghair HH, Jony H, Hassan M. Rheological Characteristics of Nano Silica Modified Asphalt Binder Material. In:. 2019 Int. Eng. Conf. IEEE 2019; 79–84.
  • Rezaei S, Ziari H, Nowbakht S. Low Temperature Functional Analysis of Bitumen Modified with Composite of Nano-SiO 2 and Styrene Butadiene Styrene Polymer. Pet. Sci. Technol. 2016; 34(5): 415–421.
  • Rezaei S, Khordehbinan M, Fakhrefatemi S-M-R, Ghanbari S, Ghanbari M. The Effect of Nano-SiO 2 and the Styrene Butadiene Styrene Polymer on the High-Temperature Performance of Hot Mix Asphalt. Pet. Sci. Technol. 2017; 35(6): 553–560.
  • Akpolat M, Kök BV, Aydoğmuş E. Research on the Rheological Properties of Asphalt Binder Modified by Fume Silica and Crumb Rubber Compound. Period. Polytech. Civ. Eng. 2022.
  • Sukhija M, Saboo N, Yadav AK, Rath C. Laboratory Study on the Suitability of Nano-Silica as a Modifier for Asphalt Binders. Constr. Build. Mater. 2021; 302(April): 124406.
  • Motamedi M, Shafabakhsh G, Azadi M. Evaluating Fatigue-Damage of Asphalt Binder and Mastic Modified with Nano-Silica and Synthesized Polyurethane Using VECD Method. J. Mater. Civ. Eng. 2020; 32(8).
  • Bhat FS, Mir MS. Rheological Investigation of Asphalt Binder Modified with Nanosilica. Int. J. Pavement Res. Technol. 2021; 14(3): 276–287.
  • Leiva-Villacorta F, Vargas-Nordcbeck A. Optimum Content of Nano-Silica to Ensure Proper Performance of an Asphalt Binder. Road Mater. Pavement Des. 2019; 20(2): 414–425.
  • Arshad AK, Samsudin MS, Masri KA, Karim MR, Abdul Halim AG. Multiple Stress Creep and Recovery of Nanosilica Modified Asphalt Binder. MATEC Web Conf. 2017; 103: 09005.
  • Ghanoon SA, Tanzadeh J. Laboratory Evaluation of Nano-Silica Modification on Rutting Resistance of Asphalt Binder. Constr. Build. Mater. 2019; 223: 1074–1082.
  • American Association of State Highway and Transportation Officials (AASHTO). Standard Method of Test for Penetration of Bituminous Materials. USA: 2007.
  • American Association of State and Highway Transportation Officials. “AASHTO T53-09 Standard Method of Test for Softening Point of Bitumen (Ringand-Ball Apparatus).” 2004.
  • American Association of State Highway and Transportation Officials (AASHTO). AASHTO T316-Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer This Document Is Only for Acquaintance This Document Is Only for Acquaintance. USA: 2019.
  • American Association of State Highway and Transportation Officials (AASHTO). AASHTO T350-Standard Test Method for Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using a Dynamic Shear Rheometer(DSR), vol. i. USA: 2012.
  • AASHTO. AASHTO M332-Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test. USA: 2015.
  • Wasage TLJ, Stastna J, Zanzotto L. Rheological Analysis of Multi-Stress Creep Recovery (MSCR) Test. Int. J. Pavement Eng. 2011; 12(6): 561–568.
  • Behnood A, Shah A, McDaniel RS, Beeson M, Olek J. High-Temperature Properties of Asphalt Binders: Comparison of Multiple Stress Creep Recovery and Performance Grading Systems. Transp. Res. Rec. J. Transp. Res. Board 2016; 2574(1): 131–143.
  • McLEOD NW. Relationship of Paving Asphalt Temperature Susceptibility as Measured By PVN to Paving Asphalt Specifications, Asphalt Paving Mixture Design and Asphalt Pavement Performance NORMAN W. McLEOD1. Asph. Paving Technol. 1989; 58(Group C): 410.
  • Morrison GR, Lee JK, Hesp SAM. Chlorinated Polyolefins for Asphalt Binder Modification. J. Appl. Polym. Sci. 1994; 54(2): 231–240.
  • Rajib B. Mallick TE-K, editor. Pavement Engineering: Principles and Practice. CRC Press 2017.

Year 2023, , 301 - 312, 28.03.2023

Mustafa Akpolat

https://doi.org/10.35234/fumbd.1225791

Abstract

Keywords

Nanosilika modifikasyon sıcaklık hassasiyeti tekerlek izi

References

  • Ouyang C, Wang S, Zhang Y, Zhang Y. Improving the Aging Resistance of Asphalt by Addition of Zinc Dialkyldithiophosphate. Fuel 2006; 85(7–8): 1060–1066.
  • Moghadas Nejad F, Tanzadeh R, Tanzadeh J, Hamedi GH. Investigating the Effect of Nanoparticles on the Rutting Behaviour of Hot-Mix Asphalt. Int. J. Pavement Eng. 2016; 17(4): 353–362.
  • Al-Sabaeei AM, Napiah MB, Sutanto MH, Alaloul WS, Zoorob SE, Usman A. Influence of Nanosilica Particles on the High-Temperature Performance of Waste Denim Fibre-Modified Bitumen. Int. J. Pavement Eng. 2022; 23(2): 207–220.
  • Bala N, Napiah M, Kamaruddin I. Nanosilica Composite Asphalt Mixtures Performance-Based Design and Optimisation Using Response Surface Methodology. Int. J. Pavement Eng. 2020; 21(1): 29–40.
  • Kong D, Du X, Wei S, Zhang H, Yang Y, Shah SP. Influence of Nano-Silica Agglomeration on Microstructure and Properties of the Hardened Cement-Based Materials. Constr. Build. Mater. 2012; 37: 707–715.
  • Yusoff NIM, Breem AAS, Alattug HNM, Hamim A, Ahmad J. The Effects of Moisture Susceptibility and Ageing Conditions on Nano-Silica/Polymer-Modified Asphalt Mixtures. Constr. Build. Mater. 2014; 72: 139–147.
  • Yao H, You Z, Li L, Lee CH, Wingard D, Yap YK, Shi X, Goh SW. Rheological Properties and Chemical Bonding of Asphalt Modified with Nanosilica. J. Mater. Civ. Eng. 2013; 25(11): 1619–1630.
  • Fini EH, Hajikarimi P, Rahi M, Moghadas Nejad F. Physiochemical, Rheological, and Oxidative Aging Characteristics of Asphalt Binder in the Presence of Mesoporous Silica Nanoparticles. J. Mater. Civ. Eng. 2016; 28(2).
  • Uluçaylı M. Türkiye’de Asfalt Beton Kaplamalar ve Alternatifleri. Karayolları Tek. Bülten 1976.
  • Han L, Zheng M, Li J, Li Y, Zhu Y, Ma Q. Effect of Nano Silica and Pretreated Rubber on the Properties of Terminal Blend Crumb Rubber Modified Asphalt. Constr. Build. Mater. 2017; 157: 277–291.
  • Al-Sabaeei AM, Napiah M, Sutanto M, Alaloul W, Md Yusoff NI, Imran Khan M, Modibbo Saeed S. Physicochemical, Rheological and Microstructural Properties of Nano-Silica Modified Bio-Asphalt. Constr. Build. Mater. 2021; 297: 123772.
  • Samsudin MS, Arshad AK, Masri KA, Rawi SN, Hassan HM, Mustakim NH. Characterisation of Colloidal Nanosilica Modified Asphalt Binder. J. Phys. Conf. Ser. 2021; 1874(1).
  • Taherkhani H, Afroozi S. Investigating the Creep Properties of Asphaltic Concrete Containing Nano-Silica. Sādhanā 2018; 43(2): 24.
  • Zghair HH, Jony H, Hassan M. Rheological Characteristics of Nano Silica Modified Asphalt Binder Material. In:. 2019 Int. Eng. Conf. IEEE 2019; 79–84.
  • Rezaei S, Ziari H, Nowbakht S. Low Temperature Functional Analysis of Bitumen Modified with Composite of Nano-SiO 2 and Styrene Butadiene Styrene Polymer. Pet. Sci. Technol. 2016; 34(5): 415–421.
  • Rezaei S, Khordehbinan M, Fakhrefatemi S-M-R, Ghanbari S, Ghanbari M. The Effect of Nano-SiO 2 and the Styrene Butadiene Styrene Polymer on the High-Temperature Performance of Hot Mix Asphalt. Pet. Sci. Technol. 2017; 35(6): 553–560.
  • Akpolat M, Kök BV, Aydoğmuş E. Research on the Rheological Properties of Asphalt Binder Modified by Fume Silica and Crumb Rubber Compound. Period. Polytech. Civ. Eng. 2022.
  • Sukhija M, Saboo N, Yadav AK, Rath C. Laboratory Study on the Suitability of Nano-Silica as a Modifier for Asphalt Binders. Constr. Build. Mater. 2021; 302(April): 124406.
  • Motamedi M, Shafabakhsh G, Azadi M. Evaluating Fatigue-Damage of Asphalt Binder and Mastic Modified with Nano-Silica and Synthesized Polyurethane Using VECD Method. J. Mater. Civ. Eng. 2020; 32(8).
  • Bhat FS, Mir MS. Rheological Investigation of Asphalt Binder Modified with Nanosilica. Int. J. Pavement Res. Technol. 2021; 14(3): 276–287.
  • Leiva-Villacorta F, Vargas-Nordcbeck A. Optimum Content of Nano-Silica to Ensure Proper Performance of an Asphalt Binder. Road Mater. Pavement Des. 2019; 20(2): 414–425.
  • Arshad AK, Samsudin MS, Masri KA, Karim MR, Abdul Halim AG. Multiple Stress Creep and Recovery of Nanosilica Modified Asphalt Binder. MATEC Web Conf. 2017; 103: 09005.
  • Ghanoon SA, Tanzadeh J. Laboratory Evaluation of Nano-Silica Modification on Rutting Resistance of Asphalt Binder. Constr. Build. Mater. 2019; 223: 1074–1082.
  • American Association of State Highway and Transportation Officials (AASHTO). Standard Method of Test for Penetration of Bituminous Materials. USA: 2007.
  • American Association of State and Highway Transportation Officials. “AASHTO T53-09 Standard Method of Test for Softening Point of Bitumen (Ringand-Ball Apparatus).” 2004.
  • American Association of State Highway and Transportation Officials (AASHTO). AASHTO T316-Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer This Document Is Only for Acquaintance This Document Is Only for Acquaintance. USA: 2019.
  • American Association of State Highway and Transportation Officials (AASHTO). AASHTO T350-Standard Test Method for Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using a Dynamic Shear Rheometer(DSR), vol. i. USA: 2012.
  • AASHTO. AASHTO M332-Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test. USA: 2015.
  • Wasage TLJ, Stastna J, Zanzotto L. Rheological Analysis of Multi-Stress Creep Recovery (MSCR) Test. Int. J. Pavement Eng. 2011; 12(6): 561–568.
  • Behnood A, Shah A, McDaniel RS, Beeson M, Olek J. High-Temperature Properties of Asphalt Binders: Comparison of Multiple Stress Creep Recovery and Performance Grading Systems. Transp. Res. Rec. J. Transp. Res. Board 2016; 2574(1): 131–143.
  • McLEOD NW. Relationship of Paving Asphalt Temperature Susceptibility as Measured By PVN to Paving Asphalt Specifications, Asphalt Paving Mixture Design and Asphalt Pavement Performance NORMAN W. McLEOD1. Asph. Paving Technol. 1989; 58(Group C): 410.
  • Morrison GR, Lee JK, Hesp SAM. Chlorinated Polyolefins for Asphalt Binder Modification. J. Appl. Polym. Sci. 1994; 54(2): 231–240.
  • Rajib B. Mallick TE-K, editor. Pavement Engineering: Principles and Practice. CRC Press 2017.
There are 33 citations in total.

Details

Primary Language Turkish
Journal Section MBD
Authors

Mustafa Akpolat 0000-0002-7070-3217

Publication Date March 28, 2023
Submission Date December 28, 2022
Published in Issue Year 2023

Cite

APA Akpolat, M. (2023). Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci ve Sıcaklık Hassasiyetlerinin Belirlenmesi. Fırat Üniversitesi Mühendislik Bilimleri Dergisi, 35(1), 301-312. https://doi.org/10.35234/fumbd.1225791
AMA Akpolat M. Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci ve Sıcaklık Hassasiyetlerinin Belirlenmesi. Fırat Üniversitesi Mühendislik Bilimleri Dergisi. March 2023;35(1):301-312. doi:10.35234/fumbd.1225791
Chicago Akpolat, Mustafa. “Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci Ve Sıcaklık Hassasiyetlerinin Belirlenmesi”. Fırat Üniversitesi Mühendislik Bilimleri Dergisi 35, no. 1 (March 2023): 301-12. https://doi.org/10.35234/fumbd.1225791.
EndNote Akpolat M (March 1, 2023) Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci ve Sıcaklık Hassasiyetlerinin Belirlenmesi. Fırat Üniversitesi Mühendislik Bilimleri Dergisi 35 1 301–312.
IEEE M. Akpolat, “Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci ve Sıcaklık Hassasiyetlerinin Belirlenmesi”, Fırat Üniversitesi Mühendislik Bilimleri Dergisi, vol. 35, no. 1, pp. 301–312, 2023, doi: 10.35234/fumbd.1225791.
ISNAD Akpolat, Mustafa. “Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci Ve Sıcaklık Hassasiyetlerinin Belirlenmesi”. Fırat Üniversitesi Mühendislik Bilimleri Dergisi 35/1 (March 2023), 301-312. https://doi.org/10.35234/fumbd.1225791.
JAMA Akpolat M. Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci ve Sıcaklık Hassasiyetlerinin Belirlenmesi. Fırat Üniversitesi Mühendislik Bilimleri Dergisi. 2023;35:301–312.
MLA Akpolat, Mustafa. “Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci Ve Sıcaklık Hassasiyetlerinin Belirlenmesi”. Fırat Üniversitesi Mühendislik Bilimleri Dergisi, vol. 35, no. 1, 2023, pp. 301-12, doi:10.35234/fumbd.1225791.
Vancouver Akpolat M. Nanosilika Modifiyeli Bağlayıcıların Tekerlek İzi Direnci ve Sıcaklık Hassasiyetlerinin Belirlenmesi. Fırat Üniversitesi Mühendislik Bilimleri Dergisi. 2023;35(1):301-12.