Low Temperature Properties of Waste Edible Vegetable Oil Rejuvenated Asphalt Binder with Recycled Tire Rubber

2017 ◽  
Vol 46 (2) ◽  
pp. 20160337 ◽  
Author(s):  
D. Zhang ◽  
M. Chen ◽  
S. Wu ◽  
J. Zheng ◽  
Y. Sang
2014 ◽  
Vol 599 ◽  
pp. 135-140 ◽  
Author(s):  
Bin Bin Leng ◽  
Mei Zhu Chen ◽  
Shao Peng Wu

Based on the asphalt rejuvenation theory and some related studies, waste cooking oil can be used for asphalt regeneration. The objective of this study is to investigate the high temperature properties of aged asphalt binder with waste edible vegetable oil. The materials used for this study included three sources of virgin asphalt (60-80 grad, 40-60 grad, SBS modified asphalt), three sources of aged asphalt (virgin asphalt aged by RTFOT and PAV), and waste edible vegetable oil with five percentages (3.0, 4.0, 5.0, 6.0, and 7.0% of rejuvenating asphalt). The high temperature characteristics of these rejuvenated asphalts were tested including viscosity and rutting resistance factor (phase angle and complex modulus). The results indicated that three aged asphalt with an appropriate amount of waste edible vegetable oil can respectively achieve the demand of virgin asphalt in rutting resistance factor, phase angle and complex modulus. It means that waste edible vegetable oil could recover high temperature performance of aged asphalt to the level of original asphalt at a certain amount. Moreover, waste edible vegetable oil can slightly reduce the viscosity value of the aged asphalt and thus decrease the mixing and compaction temperature of the mixture.


Materials ◽  
2021 ◽  
Vol 14 (11) ◽  
pp. 3073
Author(s):  
Abbas Mukhtar Adnan ◽  
Chaofeng Lü ◽  
Xue Luo ◽  
Jinchang Wang

This study has investigated the impact of graphene oxide (GO) in enhancing the performance properties of an asphalt binder. The control asphalt binder (60/70 PEN) was blended with GO in contents of 0%, 0.5%, 1%, 1.5%, 2%, and 2.5%. The permanent deformation behavior of the modified asphalt binders was evaluated based on the zero shear viscosity (ZSV) parameter through a steady shear test approach. Superpave fatigue test and the linear amplitude sweep (LAS) method were used to evaluate the fatigue behavior of the binders. A bending beam rheometer (BBR) test was conducted to evaluate the low-temperature cracking behavior. Furthermore, the storage stability of the binders was investigated using a separation test. The results of the ZSV test showed that GO considerably enhanced the steady shear viscosity and ZSV value, showing a significant contribution of the GO to the deformation resistance; moreover, GO modification changed the asphalt binder’s behavior from Newtonian to shear-thinning flow. A notable improvement in fatigue life was observed with the addition of GO to the binder based on the LAS test results and Superpave fatigue parameter. The BBR test results revealed that compared to the control asphalt, the GO-modified binders showed lower creep stiffness (S) and higher creep rate (m-value), indicating increased cracking resistance at low temperatures. Finally, the GO-modified asphalt binders exhibited good storage stability under high temperatures.


2006 ◽  
Vol 24 (3) ◽  
pp. 292-299 ◽  
Author(s):  
Sevim Z. Erhan ◽  
Brajendra K. Sharma ◽  
Joseph M. Perez

2013 ◽  
Vol 25 (3) ◽  
pp. 355-364 ◽  
Author(s):  
Dong Wang ◽  
Linbing Wang ◽  
Xinyu Gu ◽  
Guoqing Zhou

2021 ◽  
Vol 304 ◽  
pp. 124634
Author(s):  
Tao Bai ◽  
Bowen Mao ◽  
Anqi Chen ◽  
Yuanyuan Li ◽  
Shaopeng Wu ◽  
...  

2014 ◽  
Vol 61 ◽  
pp. 120-124 ◽  
Author(s):  
Shunzhi Qian ◽  
Hui Ma ◽  
Jiliang Feng ◽  
Ruochong Yang ◽  
Xiaoming Huang

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