scholarly journals Influence of Wood Fiber on the Laboratory Road Performance of Recycled Asphalt Pavement (RAP) Asphalt Mixture

2020 ◽  
Vol 772 ◽  
pp. 012025
Author(s):  
Fang Chen ◽  
Jinshun Xue ◽  
Zhengxun Yang ◽  
Kaikai Gao ◽  
Zhiqiang Huo
Keyword(s):  
Asphalt Pavement ◽  
Wood Fiber ◽  
Asphalt Mixture ◽  
Recycled Asphalt Pavement ◽  
Recycled Asphalt ◽  
Road Performance

The Durability Analysis of Secondary Recycled Asphalt Mixture

2012 ◽  
Vol 557-559 ◽  
pp. 1497-1500
Author(s):  
Yu Long Liu ◽  
Ning Zhao ◽  
Jin Zhao
Keyword(s):  
Performance Index ◽  
Asphalt Pavement ◽  
Asphalt Mixture ◽  
Recycled Asphalt Pavement ◽  
Recycled Asphalt ◽  
Reclaimed Asphalt ◽  
The Road ◽  
Durability Analysis ◽  
Road Performance ◽  
The Right

In order to solve the waste which is generated from the recycled asphalt pavement overhaul again, this paper puts forward the idea of secondary reclaimed asphalt mixture. Through analysis the performance index of secondary reclaimed asphalt mixture and with comparison the road performance of the asphalt mixture after different recycled times,we found that, as long as mixed with the right amount of regenerative agent,the road performance index of secondary recycled asphalt mixture can be recovered to the use standard. However, with the increasing of the asphalt aged times, the declining rate of road performances of reclaimed asphalt mixture are increasing.

Experimental Research of Reclamation Performance of Recycled Asphalt Pavement Material at Weihai Area

2012 ◽  
Vol 204-208 ◽  
pp. 3712-3715
Author(s):  
Ben Hui Gong ◽  
Hong Jie Ji ◽  
Peng Jie Wang
Keyword(s):  
Asphalt Pavement ◽  
Asphalt Mixture ◽  
Temperature Stability ◽  
Agent Technology ◽  
High Temperature Stability ◽  
Recycled Asphalt Pavement ◽  
Recycled Asphalt ◽  
Moisture Susceptibility ◽  
Stability Performance ◽  
Pavement Material

Based on the recycled asphalt pavement material rooted out during road net reconstruction, this paper uses modified rejuvenating agent technology to study the reclamation performance of recycled asphalt pavement material, the mixture is AC-16 designed with new and old asphalt mixture. The results show that modified rejuvenating agent technology can improve the high temperature stability performance, the low temperature crack resistance performance and the moisture susceptibility performance of recycled asphalt pavement material effectively.

Extended water/cement ratio law for cement mortar containing recycled asphalt pavement

2019 ◽  
Vol 196 ◽  
pp. 457-467 ◽  
Author(s):  
Komkorn Chaidachatorn ◽  
Jirayut Suebsuk ◽  
Suksun Horpibulsuk ◽  
Arul Arulrajah
Keyword(s):  
Cement Mortar ◽  
Asphalt Pavement ◽  
Recycled Asphalt Pavement ◽  
Recycled Asphalt ◽  
Cement Ratio ◽  
Water Cement Ratio

scholarly journals Long-Term Performance of Pavement Structures with Cold In-Place Recycled Base Course

2021 ◽  
Vol 16 (2) ◽  
pp. 48-65
Author(s):  
Audrius Vaitkus ◽  
Judita Gražulytė ◽  
Andrius Baltrušaitis ◽  
Jurgita Židanavičiūtė ◽  
Donatas Čygas
Keyword(s):  
Asphalt Pavement ◽  
Asphalt Mixture ◽  
Asphalt Pavements ◽  
Recycled Asphalt ◽  
Binding Agents ◽  
Pavement Structure ◽  
Pavement Structures ◽  
Base Course ◽  
Surface Distress ◽  
Foamed Bitumen

Properly designed and maintained asphalt pavements operate for ten to twenty-five years and have to be rehabilitated after that period. Cold in-place recycling has priority over all other rehabilitation methods since it is done without preheating and transportation of reclaimed asphalt pavement. Multiple researches on the performance of cold recycled mixtures have been done; however, it is unclear how the entire pavement structure (cold recycled asphalt pavement overlaid with asphalt mixture) performs depending on binding agents. The main objective of this research was to evaluate the performance of cold in-place recycled asphalt pavements considering binding agents (foamed bitumen in combination with cement or only cement) and figure out which binder leads to the best pavement performance. Three road sections rehabilitated in 2000, 2003, and 2005 were analysed. The performance of the entire pavement structure was evaluated in terms of the International Roughness Index, rut depth, and pavement surface distress in 2013 and 2017.

Sign in / Sign up

Export Citation Format

Share Document