Cracking resistance of crumb rubber modified green asphalt mixtures, using calcium carbonate nanoparticles and two by-product wax-based warm mix additives

被引:10
作者
Bazoobandi, Payam [1 ]
Mousavi, Seyed Roohollah [2 ]
Karimi, Farman [2 ]
Karimi, Hamid Reza [1 ]
Ghasri, Mehdi [2 ]
Aliha, M. R. M. [3 ]
机构
[1] Iran Univ Sci & Technol IUST, Sch Civil Engn, Tehran 1684613114, Iran
[2] Univ Sistan & Baluchestan, Dept Civil Engn, Zahedan, Iran
[3] Iran Univ Sci & Technol IUST, Welding & Joining Res Ctr, Sch Ind Engn, Tehran 1684613114, Iran
关键词
Asphalt rubber mixture; Warm mix asphalt; Calcium carbonate nanoparticles; Modes I and II fracture; Optimization; LABORATORY EVALUATION; FRACTURE; PERFORMANCE; BINDERS;
D O I
10.1016/j.conbuildmat.2024.135848
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Common procedures to incorporate the recycled crumb rubber (CR) in asphalt binders take a long time and use a high-temperature heating process, which makes these rubberized mixtures even more expensive and environment-unfriendly than conventional mixtures. In trying to make a cheaper and greener asphalt mixture, in this paper, the CR incorporation heating process and its duration were lowered (140-150 degrees C in 15 minutes), and the effect of these changes was studied on the pavement's tensile/shear cracking resistance. Because the main disadvantage of using CR is the increase of viscosity, two by-products, slack wax (SW) and polypropylene wax (PPW) were used to correct the viscosity; also their effect on fracture toughness (Keff) and fracture energy (Gf) was assessed. As results showed that the following process decreases the cracking resistance, calcium carbonate nanoparticles (CCN) in different contents were added. Results show that adding 15% CR reduces Keff and Gf by about 18 and 16%, respectively. Adding the SW and PPW further reduces them by about 8 and 16%, respectively. In this condition, adding CCN in optimal content (about 5%) compensates for these reductions. Although these greener asphalts have the same cracking resistance as the control mixture, the environmental and costeffectiveness analysis shows the developed materials are greener and cheaper.
引用
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页数:14
相关论文
共 87 条
[1]   Comparison of mixed mode I/III fracture toughness data obtained from the ENDB specimens manufactured by gyratory cylinders with two diameters of 100 and 150 mm [J].
Aalinejadian, Hossein ;
Aliha, M. R. M. ;
Ameri, Mahmoud ;
Karimi, Hamid Reza ;
Haghighatpour, Pegah Jafari ;
Choupani, Naghdali .
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2023, 24 (02)
[2]   The role of mix design and short glass fiber content on mode-I cracking characteristics of polymer concrete [J].
Aliha, M. R. M. ;
Karimi, Hamid Reza ;
Abedi, Milad .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 317
[3]   Effect of bitumen type, temperature and aging on mixed I/II fracture toughness of asphalt binders-experimental and theoretical assessment [J].
Aliha, M. R. M. ;
Shaker, S. .
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2020, 110
[4]   The influence of natural and synthetic fibers on low temperature mixed mode I plus II fracture behavior of warm mix asphalt (WMA) materials [J].
Aliha, M. R. M. ;
Razmi, A. ;
Mansourian, A. .
ENGINEERING FRACTURE MECHANICS, 2017, 182 :322-336
[5]   Effect of temperature and air void on mixed mode fracture toughness of modified asphalt mixtures [J].
Aliha, M. R. M. ;
Fazaeli, H. ;
Aghajani, S. ;
Moghadas Nejad, Fereidoon .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 95 :545-555
[6]  
Aliha M.R.M., 2021, Eur. J. Mech. - A/Solids
[7]   Effect of wax-based warm mix additives on fatigue and rutting performance of crumb rubber modified asphalt [J].
Ameri, Mahmoud ;
Afshin, Abolfazl ;
Shiraz, Mehdi Ebrahimzadeh ;
Yazdipanah, Farzad .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 262
[8]   Production temperatures and mechanical performance of rubberized asphalt mixtures modified with two warm mix asphalt (WMA) additives [J].
Ameri, Mahmoud ;
Yazdipanah, Farzad ;
Yengejeh, Arash Rahimi ;
Afshin, Abolfazl .
MATERIALS AND STRUCTURES, 2020, 53 (04)
[9]   Rutting resistance, fatigue properties and temperature susceptibility of nano clay modified asphalt rubber binder [J].
Amini, Amir ;
Ziari, Hassan ;
Saadatjoo, Seyed Amir ;
Hashemifar, Negar Sadat ;
Goli, Ahmad .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 267
[10]   Using the generalized maximum tangential stress criterion to predict mode II fracture of hot mix asphalt in terms of mode I results - A statistical analysis [J].
Amirdehi, H. R. Fattahi ;
Aliha, M. R. M. ;
Moniri, Ali ;
Torabi, A. R. .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 213 :483-491