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      KCI등재 SCIE SCOPUS

      Performance of OMMT/SBS on the rheological properties of asphalt binder

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      https://www.riss.kr/link?id=A107134361

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      다국어 초록 (Multilingual Abstract)

      Nanoclays have been successfully introduced into the asphalt binder, either separately or into the polymer modified asphalt binder resulting in the improved mechanical and rheological properties of the asphalt binder. The present research study was undertaken to evaluate the influence of organically modified montmorillonite clay (OMMT) in pure asphalt binder and also in styrene butadiene styrene (SBS) modified asphalt binder. The quantity of OMMT and SBS was varied from 2-6 percent by the weight of the base asphalt binder. The addition of OMMT in an appropriate amount can dramatically enhance the compatibility between SBS and base asphalt. It was observed from the results that modified binders exhibited higher Superpave rutting parameter (G*/sinδ) indicating an improvement in the stiffness of the binder. It was also observed that modified binders (OMMT/SBS) does not exhibit phase separation under high temperatures. Thus high temperature stoage stability could be improved by choosing a proper amount of OMMT and forming an exfoliated structure. Thus it can be concluded that OMMT added to the polymer modified binder (SBS) helps in obtaining better physical and rheological properties on a condition that clay scatters into the binder at the nanoscopic level.
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      Nanoclays have been successfully introduced into the asphalt binder, either separately or into the polymer modified asphalt binder resulting in the improved mechanical and rheological properties of the asphalt binder. The present research study was un...

      Nanoclays have been successfully introduced into the asphalt binder, either separately or into the polymer modified asphalt binder resulting in the improved mechanical and rheological properties of the asphalt binder. The present research study was undertaken to evaluate the influence of organically modified montmorillonite clay (OMMT) in pure asphalt binder and also in styrene butadiene styrene (SBS) modified asphalt binder. The quantity of OMMT and SBS was varied from 2-6 percent by the weight of the base asphalt binder. The addition of OMMT in an appropriate amount can dramatically enhance the compatibility between SBS and base asphalt. It was observed from the results that modified binders exhibited higher Superpave rutting parameter (G*/sinδ) indicating an improvement in the stiffness of the binder. It was also observed that modified binders (OMMT/SBS) does not exhibit phase separation under high temperatures. Thus high temperature stoage stability could be improved by choosing a proper amount of OMMT and forming an exfoliated structure. Thus it can be concluded that OMMT added to the polymer modified binder (SBS) helps in obtaining better physical and rheological properties on a condition that clay scatters into the binder at the nanoscopic level.

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      참고문헌 (Reference)

      1 Ouyang, C., "Thermorheological properties and storage stability of SEBS/kaolinite clay compound modified asphalts" 42 : 446-457, 2006

      2 Babagoli, R., "The rheological behavior of bitumen and moisture susceptibility modified with SBS and nanoclay" 35 : 1085-1090, 2017

      3 Galooyak, S. S., "The effect of nanoclay on rheological properties and storage stability of SBS-modified bitumen" 29 : 850-859, 2011

      4 Ruan, Y., "The effect of long-term oxidation on the rheological properties of polymer modified asphalts" 82 : 1763-1773, 2003

      5 Qian, X., "Surface modification of montmorillonite and application to the preparation of polybutadiene/montmorillonite nanocomposites" 56 : 399-408, 2007

      6 Sun, D., "Storage stability of SBSmodified road asphalt: Preparation, morphology, and rheological properties" 24 : 1067-1077, 2006

      7 Galooyak, S. S., "Rheological properties and storage stability of bitumen/SBS/montmorillonite composites" 24 : 300-307, 2010

      8 Wang, H., "Rheological characterization of asphalt binders and mixtures modified with carbon nanotubes" Springer 11 : 141-150, 2016

      9 Kumar, T. A., "Quantification of aging compounds in evotherm-modified warm-mix asphalt binder using Fourier transform infrared spectroscopy" 44 : 8429-8437, 2019

      10 Martínez-Anzures, J. D., "Preparation and properties of modified asphalt using branch SBS/nanoclay nanocomposite as a modifier" 20 : 1275-1290, 2018

      1 Ouyang, C., "Thermorheological properties and storage stability of SEBS/kaolinite clay compound modified asphalts" 42 : 446-457, 2006

      2 Babagoli, R., "The rheological behavior of bitumen and moisture susceptibility modified with SBS and nanoclay" 35 : 1085-1090, 2017

      3 Galooyak, S. S., "The effect of nanoclay on rheological properties and storage stability of SBS-modified bitumen" 29 : 850-859, 2011

      4 Ruan, Y., "The effect of long-term oxidation on the rheological properties of polymer modified asphalts" 82 : 1763-1773, 2003

      5 Qian, X., "Surface modification of montmorillonite and application to the preparation of polybutadiene/montmorillonite nanocomposites" 56 : 399-408, 2007

      6 Sun, D., "Storage stability of SBSmodified road asphalt: Preparation, morphology, and rheological properties" 24 : 1067-1077, 2006

      7 Galooyak, S. S., "Rheological properties and storage stability of bitumen/SBS/montmorillonite composites" 24 : 300-307, 2010

      8 Wang, H., "Rheological characterization of asphalt binders and mixtures modified with carbon nanotubes" Springer 11 : 141-150, 2016

      9 Kumar, T. A., "Quantification of aging compounds in evotherm-modified warm-mix asphalt binder using Fourier transform infrared spectroscopy" 44 : 8429-8437, 2019

      10 Martínez-Anzures, J. D., "Preparation and properties of modified asphalt using branch SBS/nanoclay nanocomposite as a modifier" 20 : 1275-1290, 2018

      11 Ezzat, H., "Predicted performance of hot mix asphalt modified with nanomontmorillonite and nano-silicon dioxide based on Egyptian conditions" 21 : 642-652, 2020

      12 Yao, H., "Performance of asphalt binder blended with non-modified and polymer-modified nanoclay" 35 : 159-170, 2012

      13 Fang, C., "Nanomaterials applied in asphalt modification: A review" 29 : 589-594, 2013

      14 You, Z., "Nanoclay-modified asphalt materials:Preparation and characterization" 25 : 1072-1078, 2011

      15 Drews, A., "Manual on Hydrocarbon Analysis" American Society for Testing and Materials 47-49, 1998

      16 Drews, A., "Manual on Hydrocarbon Analysis" American Society for Testing and Materials 50-53, 1998

      17 Das, A. K., "Investigation on rheological performance of sulphur modified bitumen (SMB) binders" 149 : 724-732, 2017

      18 Chen, J. S., "Fundamental characterization of SBS-modified asphalt mixed with sulfur" 103 : 2817-2825, 2007

      19 Rooholamini, H., "Experimental analysis of the influence of SBS/nanoclay addition on asphalt fatigue and thermal performance" 20 : 628-637, 2019

      20 Ameri, M., "Evaluation the effects of nanoclay on permanent deformation behavior of stone mastic asphalt mixtures" 156 : 107-113, 2017

      21 Abdullah, M. E., "Engineering properties of asphalt binders containing nanoclay and chemical warmmix asphalt additives" 112 : 232-240, 2016

      22 Farias, L. G. A. T., "Effects of nanoclay and nanocomposites on bitumen rheological properties" 125 : 873-883, 2016

      23 Ameri, M., "Effect of nanoclay on performance of neat and SBSmodified bitumen and HMA" 34 : 1091-1097, 2016

      24 Shah, P. M., "Effect of kaolinite clay/SBS on rheological performance of asphalt binder" 5 : 21-, 2020

      25 Lamontagne, J., "Comparison by Fourier transform infrared (FTIR) spectroscopy of different ageing techniques: Application to road bitumens" 80 : 483-488, 2001

      26 Loeber, L., "Bitumen in colloid science: A chemical, structural and rheological approach" 77 : 1443-1450, 1998

      27 Shah, P. M., "Application of nanotechnology in pavement engineering: A review" 47 : 1037-1045, 2020

      28 Wang, P., "Anti-ageing properties of styrene-butadiene-styrene copolymer-modified asphalt combined with multi-walled carbon nanotubes" 18 : 533-549, 2017

      29 ASTM International, "ASTM D7175-15 : Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer"

      30 ASTM International, "ASTM D7173-14: Standard practice for determining the separation tendency of polymer from polymer-modified asphalt"

      31 ASTM International, "ASTM D6521-19a : Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel(PAV)"

      32 ASTM International, "ASTM D2872-19 : Standard test method for effect of heat and air on a moving film of asphalt(rolling thin-film oven test)"

      33 Davidson, T., "A study to evaluate the effects of SBS polymer modification on the true grade of an asphalt binder" 27-34, 2014

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      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.01 0.18 0.77
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
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