Evaluation of microstructural features of Buton rock asphalt components and rheological properties of pure natural asphalt modified asphalt

2021 ◽  
Vol 267 ◽  
pp. 121132
Author(s):  
Ming Wang ◽  
Chengwei Xing
2014 ◽  
Vol 37 (3) ◽  
pp. 943-948 ◽  
Author(s):  
Jinyu Pang ◽  
Sujun Du ◽  
Runtian Chang ◽  
Dongxia Cui

2020 ◽  
Vol 32 (11) ◽  
pp. 04020326
Author(s):  
Bo Li ◽  
Qidong Li ◽  
Xuwei Zhu ◽  
Yongzheng Wei ◽  
Zhiwei Li ◽  
...  

2016 ◽  
Vol 78 (7-3) ◽  
Author(s):  
Rosnawati Buhari ◽  
Nur Fareesya Zabidi ◽  
Mohd Ezree Abdullah ◽  
Siti Khatijah Abu Bakar ◽  
Nurul Hidayah Mohd Kamarudin

The objectives of this study were to determine the blending parameters of coconut shell powder (CSP) modified asphalt binder and to evaluate the rheological properties of CSP modified asphalt binder. CSP of 2%, 4%, 6%, 8% and 10% by weight of asphalt have been incorporated into an unaged 80/100 asphalt mix in order to improve its performance. The influence of the additives on the physical and rheological properties was evaluated with penetration test, softening point, storage stability, dynamic shear rheometer test (DSR), and Field Emission Scanning Electron Microscope (FESEM). The aging of asphalt binders was simulated in a laboratory by using Rotational Thin Film Oven (RTFO). The results showed that the addition of CSP into virgin binder was decreasing the penetration value and increasing the softening point temperature compared to the original binder. On the rheological effect, for unaged modified binder, higher CSP resulted higher G*/sin δ especially at lower temperature compared to the unaged control binder. Besides, for the aged modified binder, stiffness was lower than the control aged binder for all temperature.


2014 ◽  
Vol 638-640 ◽  
pp. 1185-1189
Author(s):  
Tan Hua

To explore the effects of different factors on the rheological properties of cariphalte modified asphalt, based superpave asphalt binder relevant norms, through the use of dynamic shear rheometer Shell 70# asphalt under different temperature, frequency and strain conditions and rheological properties of cariphalte modified asphalt carrying on a systematic study, and comparative analysis of the two anti-fatigue properties of asphalt in the middle and low temperature.The results show that: compared with 70# asphalt, cariphalte modified asphalt has better rutting resistance over a wide temperature range; at lower frequencies and high intensity pavement, cariphalte modified asphalt to better resistance to permanent deformation; better fatigue resistance at low temperatures, and more fatigue damage is not easy to achieve.


2010 ◽  
Vol 115 (6) ◽  
pp. 3409-3422 ◽  
Author(s):  
Abigail Martínez-Estrada ◽  
A. Enrique Chávez-Castellanos ◽  
Margarita Herrera-Alonso ◽  
Rafael Herrera-Nájera

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