Additives Influence on the Properties of Asphalt Binders: A Case Study

被引:0
|
作者
Arif, Samir H. [1 ]
Abdulah, Nazeer M. [1 ]
Mohsin, Tarik A. [1 ]
Musa, Veyan A. [2 ]
机构
[1] Duhok Polytech Univ, Tech Coll Engn Duhok, Duhok, Iraq
[2] Univ Zakho, Dept Mech Engn, Zakho, Iraq
关键词
performance grade; Kraton styrene; Europrene styrene; bitumen; asphalt; RHEOLOGICAL PROPERTIES; LOW-TEMPERATURE; RUBBER; SBS; MICROSTRUCTURE; COMPATIBILITY; BITUMEN;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study investigated the impact of using modified bitumen binders and additives to enhance the physical characteristics of asphalt mixtures at high, medium, and low temperatures. Both basic and rheological characteristics of the bituminous binders were tested by adding Styrene-Butadiene-Styrene, a type of thermoplastic elastomer, as a chemical additive to asphalt mixtures at various fractions (3.5%, 4%, and 4.5%), and two kinds of modified Bitumen: Kraton styrene block copolymers and Europrene (SOL T 6302). The following methods were used to test the properties of the binders: needle penetration, ductility, softening point, resistance to hardening when exposed to heat and air, Pressure Aging Vessel test dynamic (PAV), Shear Rheometer (DSR), Bending Beam Rheometer (BBR), direct tension test, and storage stability. The results showed that the best properties of the asphalt concentration were observed when using 4% of additives, while the penetration of Bitumen was reduced to 27.2% and 30.3% when adding Kraton and Europrene SOL T6302, respectively. The influence of adding 4.0% additives decreased the bulk specific gravity to 2.395. Laboratory tests showed how the mentioned chemical additives directly affect the properties of the mixture and the binder by increasing their viscosity.
引用
收藏
页码:10565 / 10570
页数:6
相关论文
共 50 条
  • [31] Fatigue characterisation of modified asphalt binders containing warm mix asphalt additives
    Kumar, Abhinay
    Choudhary, Rajan
    Kandhal, Prithvi Singh
    Julaganti, Ashok
    Behera, Om Prakash
    Singh, Abhishek
    Kumar, Rajesh
    ROAD MATERIALS AND PAVEMENT DESIGN, 2020, 21 (02) : 519 - 541
  • [32] Effect of warm mix asphalt chemical additives on the mechanical performance of asphalt binders
    Ferrotti, Gilda
    Ragni, Davide
    Lu, Xiaohu
    Canestrari, Francesco
    MATERIALS AND STRUCTURES, 2017, 50 (05)
  • [33] Effect of warm mix asphalt chemical additives on the mechanical performance of asphalt binders
    Gilda Ferrotti
    Davide Ragni
    Xiaohu Lu
    Francesco Canestrari
    Materials and Structures, 2017, 50
  • [34] Evaluating the Influence of Polymer Modified Asphalt Binders on Low Temperature Properties
    Abdelaziz, Amal
    Ho, Chun-Hsing
    Snyder, Matthew
    8TH SCIENTIFIC-TECHNICAL CONFERENCE ON MATERIAL PROBLEMS IN CIVIL ENGINEERING (MATBUD'2018), 2018, 163
  • [35] Engineering Properties of Asphalt Binders from Different Sources and Their Influence on Stiffness of Asphalt Concrete Mixtures
    Torres, Alexandra
    TRANSPORTATION RESEARCH RECORD, 2019, 2673 (06) : 396 - 405
  • [36] Comparative study of typical asphalt binders in Xinjiang region modified with warm mix additives
    Hu, Bangyan
    Ai, Xianchen
    Feng, Juan
    FRONTIERS IN MATERIALS, 2024, 11
  • [37] Rheological properties of asphalt binders with chemical tensoactive additives used in Warm Mix Asphalts (WMAs)
    Morea, Francisco
    Marcozzi, Rosana
    Castano, Gonzalo
    CONSTRUCTION AND BUILDING MATERIALS, 2012, 29 : 135 - 141
  • [38] Rheological, Chemical, and Water Resistance Properties of Asphalt Binders Modified with Selected Warm Mix Additives
    Oyan, Mohammad Najmush Sakib
    Hossain, Zahid
    TRAN-SET 2022, 2022, : 25 - 34
  • [39] A procedure to quantify organic antistrip additives in asphalt binders and mixes
    Chen, Chun
    Tayebali, Akhtarhusein A.
    Knappe, Detlef R. U.
    JOURNAL OF TESTING AND EVALUATION, 2006, 34 (04) : 269 - 274
  • [40] Effect of ageing on asphalt binders in the State of Qatar: a case study
    Sirin, Okan
    Paul, Dalim K.
    Kassem, Emad
    Ohiduzzaman, Md
    ROAD MATERIALS AND PAVEMENT DESIGN, 2017, 18 : 165 - 184