Improving the performance and rheological properties of RAP binders using gilsonite/nanoclay and softer binder

被引:0
|
作者
Amini, Amir [1 ]
Akrami, Masoud [2 ]
机构
[1] Iran Univ Sci & Technol IUST, Sch Civil Engn, Tehran 1684613114, Iran
[2] Univ Isfahan, Sch Civil Engn, Esfahan, Iran
关键词
Reclaimed asphalt binder (RAB); Modified softer binder (MSB); Gilsonite; Nano clay; Fatigue life; Rutting resistance; LIFE-CYCLE ASSESSMENT; VACUUM TOWER BOTTOMS; HOT MIX ASPHALT; RECLAIMED ASPHALT; RUTTING PERFORMANCE; TEMPERATURE PERFORMANCE; MOISTURE SENSITIVITY; XINJIANG ASPHALTITE; FATIGUE PERFORMANCE; MIXTURES;
D O I
10.1016/j.conbuildmat.2023.132797
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
One of the ways to improve the performance of asphalt containing RAP is the use of a modified softer binder, which can enhance the rheological and performance characteristics. In this study, to improve the rutting and fatigue properties of reclaimed asphalt binder (RAB), a softer binder containing vacuum tower bottom (VTB) and Gilsonite/Nanoclay (Gil/Nc) composite were used. In this regard, the behavior of modified RAP binders has been controlled and analyzed using physical, rheological, and performance criteria from a laboratory test and ANOVA statistical method. The three scenarios designed in this research included a neat binder, RAB containing a soft binder, and RAB containing Gilsonite and different percentages of Nanoclay. The results showed that the modified softer binders (MSB) due to the presence of a high percentage of asphaltene in Gilsonite cause a quasi solid behavior with a lower decay rate against plastic strains and improve rutting resistance at high PG temperature. The results of the BBR test showed that despite the negative effect of the Gil/Nc combination on the low-temperature behavior, the presence of VTB containing significant aromatic compounds compensated this problem to a large extent. The simultaneous results of DSR and BBR tests showed that RAB25_Gil/Nc6, RAB50_Gil/Nc6, and RAB50_Gil/Nc3 binders with useful temperature ranges of 97.5 degrees C, 97.1 degrees C, and 94.2 degrees C have the best performance. The outcomes of the LAS test showed that MSB increases fatigue life and reduces the probability of cracking of RAB. MSB containing Nc6 performs better due to the formation of an elastic network due to the strong interaction between nanoparticles and functional groups of the binder. The statistical analysis based on the laboratory results showed that the changes in dosage of the Nc and RAB have a significant impact on the performance characteristics. According to technical and functional considerations, MSB_Gil/Nc6 combination was proposed for modification of the binder containing RAB50.
引用
收藏
页数:13
相关论文
共 50 条
  • [31] Modelling the rheological properties of bituminous binders using mathematical equations
    Yusoff, Nur Izzi Md
    Jakarni, Fauzan Mohd
    Viet Hung Nguyen
    Hainin, Mohd Rosli
    Airey, Gordon D.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2013, 40 : 174 - 188
  • [32] Effect of foaming water on the rheological properties of foamed asphalt binder and compactability of stabilized RAP in cold recycling
    Ma, Wangyu
    Wang, Di
    West, Randy
    [J]. GREEN AND INTELLIGENT TECHNOLOGIES FOR SUSTAINABLE AND SMART ASPHALT PAVEMENTS, IFRAE 2021, 2022, : 338 - 343
  • [33] Improving Asphalt Binder Durability Using Sustainable Materials: A Rheological and Chemical Analysis of Polymer-, Rubber-, and Epoxy-Modified Asphalt Binders
    Abualia, Anas
    Akentuna, Moses
    Mohammad, Louay N.
    Cooper III, Samuel B.
    Cooper Jr, Samuel B.
    [J]. SUSTAINABILITY, 2024, 16 (13)
  • [34] Effect of Using Rejuvenators on the Chemical, Thermal, and Rheological Properties of Asphalt Binders
    Elkashef, Mohamed
    Elwardany, Michael D.
    Liang, Yanlong
    Jones, David
    Harvey, John
    Bolton, Nicholas D.
    Planche, Jean-Pascal
    [J]. ENERGY & FUELS, 2020, 34 (02) : 2152 - 2159
  • [35] Using viscosity models to predict the properties of rejuvenated reclaimed asphalt pavement (RAP) binders
    Elkashef, Mohamed
    Podolsky, Joseph H.
    Williams, R. Christopher
    Hernandez, Nacu
    Cochran, Eric W.
    [J]. ROAD MATERIALS AND PAVEMENT DESIGN, 2019, 20 : S767 - S779
  • [36] Investigation of the effect of rubber on rheological properties of asphalt binders using superpave DSR
    Ghazi G. Al-Khateeb
    Khaled Z. Ramadan
    [J]. KSCE Journal of Civil Engineering, 2015, 19 : 127 - 135
  • [37] Investigation of the effect of rubber on rheological properties of asphalt binders using superpave DSR
    Al-Khateeb, Ghazi G.
    Ramadan, Khaled Z.
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2015, 19 (01) : 127 - 135
  • [38] Predict the rheological properties of aged asphalt binders using a universal kinetic model
    Liu, Fang
    Zhou, Zhidong
    Wang, Yu
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 195 : 283 - 291
  • [39] Characterizing the asphalt-aggregate mixtures using rheological properties of asphalt binders
    Zeng, Menglan
    Huang, Shin-Che
    [J]. JOURNAL OF TESTING AND EVALUATION, 2006, 34 (06) : 471 - 476
  • [40] Effect of Binder Chemistry and Related Properties on the Low-Temperature Performance Parameters of Asphalt Binders
    Kumbargeri, Yogesh
    Planche, Jean-Pascal
    Adams, Jeramie J.
    Elwardany, Michael D.
    King, Gayle
    [J]. TRANSPORTATION RESEARCH RECORD, 2023,