Sustainable asphalt mixtures: enhancing environmental impact by partial fine aggregate substitution with rubber powder and bitumen modification using Nano-SiO2

被引:3
作者
Alizadeh, Sajad [1 ]
Shafabakhsh, Gholamali [1 ]
Sadeghnejad, Mostafa [2 ]
机构
[1] Semnan Univ, Sch Civil Engn, Dept Highway & Transportat Engn, Semnan, Iran
[2] Univ Guilan, Fac Technol & Engn Eastern Guilan, Dept Civil Engn, Rasht, Iran
关键词
Rubberized asphalt; rubber powder; Nano-SiO2; rutting; fatigue; NANO-SILICA; FATIGUE PERFORMANCE; RESISTANCE;
D O I
10.1080/10298436.2023.2257851
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The costs of producing asphalt mixtures are increasing day by day, and with the expansion of roads, the use of natural resources of aggregates has also increased. On the other hand, several factors, such as the increase in traffic load and the number of vehicles, intensify the stress in the pavement layers, reduce the service life of asphalt pavements, and increase the cost of maintenance of road pavements. For this reason, researchers are striving to reduce the costs of asphalt mixture production and the need for natural aggregates by taking advantage of rubberised asphalt in this field. However, when using rubber powder as aggregate, some weaknesses are observed in this mixture, which this study strives to solve by modifying bitumen and improving its performance. The objective of this study is to evaluate the effect of bitumen modified with Nano-SiO2 on the mechanical properties of rubberised asphalt mixture. The percentages of Nano-SiO2 are 0, 0.3, 0.6, 0.9, and 1.2% by weight of bitumen, and used rubber powder has been replaced with fine aggregates with different percentages of 0, 1, 3, and 5%. The characteristics investigated in this study are rutting and fatigue, evaluated in various laboratory conditions. Considering all three target criteria of this study (i.e. environmental, economic and technical), an asphalt mixture containing 3% rubber powder and 1.2% Nano-SiO2 can be considered the best combination to deal with rutting and fatigue. A combination by replacing 3% of aggregates with rubber powder, needs less to extract natural aggregates resources, and also the use of a waste material whose depot in nature is known as an environmental problem in the construction of new asphalt mixture. In addition to environmental aspects, This sample fatigue resistance is about 5%, and the rutting resistance is about 17% more than the control specimen (without additives).
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页数:9
相关论文
共 34 条
[1]   Performance evaluation of utilization of waste Polyethylene Terephthalate (PET) in stone mastic asphalt [J].
Ahmadinia, Esmaeil ;
Zargar, Majid ;
Karim, Mohamed Rehan ;
Abdelaziz, Mahrez ;
Ahmadinia, Ebrahim .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 36 :984-989
[2]  
Amirkhanian SN., 2001, UTILIZATION CRUMB RU
[3]   Performance evaluation of dry process crumb rubber-modified asphalt mixtures with nanomaterial [J].
Arabani, Mahyar ;
Tahami, Seyed Amid ;
Hamedi, Gholam Hossein .
ROAD MATERIALS AND PAVEMENT DESIGN, 2018, 19 (05) :1241-1258
[4]  
Bansal Shubham, 2017, International Journal of Sustainable Built Environment, V6, P442, DOI [10.1016/j.ijsbe.2017.07.009, 10.1016/j.ijsbe.2017.07.009]
[5]   Study on properties of recycled tire rubber modified asphalt mixtures using dry process [J].
Cao, Weidong .
CONSTRUCTION AND BUILDING MATERIALS, 2007, 21 (05) :1011-1015
[6]   Experimental investigation of modified bituminous concrete mix using nitrile butadiene rubber (NBR) [J].
Chopra, Avani ;
Singh, Sandeep .
MATERIALS TODAY-PROCEEDINGS, 2020, 33 :1660-1665
[7]   Characterization of crumb tire rubber lightly pyrolyzed in waste cooking oil and the properties of its modified bitumen [J].
Dong, Ruikun ;
Zhao, Mengzhen ;
Tang, Naipeng .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 195 :10-18
[8]   Investigation of the effect of nano-silica on thermal sensitivity of HMA using artificial neural network [J].
Firouzinia, M. ;
Shafabakhsh, Gh. .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 170 :527-536
[9]   Laboratory evaluation of nano-silica modification on rutting resistance of asphalt Binder [J].
Ghanoon, Seyed Alireza ;
Tanzadeh, Javad .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 223 :1074-1082
[10]  
Hamed F.K., 2010, Evaluation of fatigue resistance for modified asphalt concrete mixtures based on dissipated energy concept