Test on Evaluation Index of Deformation Performance for Polyester Fiber Reinforced Asphalt Concrete

Author(s):  
Zhao Gui-juan
2021 ◽  
Vol 31 (5) ◽  
pp. 283-290
Author(s):  
Chunshui Huang ◽  
Danying Gao ◽  
Peibo You

This paper carries out bending creep tests on polyester fiber-reinforced asphalt concrete beams, and investigates how the volume ratio and aspect ratio of the fibers influence the parameters of viscoelastic mechanical model and the viscoelastic performance of the asphalt concrete. The results show that: with the growing volume ratio and aspect ratio of the fibers, the midspan deflection and bottom flexural-tensile strain of asphalt concrete beams first dropped and then rose over time; the characteristic parameter of fiber content (FCCP) could reflect the overall effects of the volume ratio and aspect ratio of the fibers. On this basis, a viscoelastic mechanical model was established for the asphalt concrete in the light of the influence of FCCP. The test and theoretical results show that, in our tests, the optimal volume ratio of fibers, optimal aspect ratio of fibers, and optimal FCCP are 0.348, 324, and 1.128 for polyester fiber-reinforced asphalt concrete.


Author(s):  
Mohammad Zarei ◽  
Ali Abdi Kordani ◽  
Zahra ghamarimajd ◽  
Mohammad khajehzadeh ◽  
Maziar Khanjari ◽  
...  

2020 ◽  
Vol 44 (2) ◽  
pp. 133-139
Author(s):  
Fenglin Meng ◽  
Danying Gao ◽  
Faqi Chen ◽  
Chunshui Huang

2020 ◽  
Vol 10 (5) ◽  
pp. 1561 ◽  
Author(s):  
Hua Zhao ◽  
Bowen Guan ◽  
Rui Xiong ◽  
Aiping Zhang

This study is focused on the effect of basalt fiber on the road performance of the asphalt mixture. The road performance of asphalt mixture with different dosages of basalt fiber was comprehensively evaluated using Marshall Stability test, the wheel tracking test, the three-point bending beam test and the freezing-thaw splitting test. The road performance of lignin fiber reinforced asphalt mixture and polyester fiber reinforced asphalt mixture also were tested to compare with the road performance of basalt fiber reinforced asphalt mixture. The results showed that basalt fiber can enhance mechanical properties, the low-and high-temperature performance and water sensitivity of the asphalt mixture significantly. Considering the road performance and economic benefits, the appropriate dosage of basalt fiber is about 0.3%. Marshall Stability (MS), dynamic stability (DS), the maximum bending strain and the tensile strength ratio (TSR) of asphalt mixture with 0.3% basalt fiber were increased by 19.6%, 25.5%, 22.2% and 6.0%, respectively. Basalt fiber has certain advantages in improving the low-temperature performance of asphalt mixture by comparison with lignin fiber and polyester fiber.


2005 ◽  
Vol 75 (2) ◽  
pp. 123-128 ◽  
Author(s):  
S. Joon Lee ◽  
Jon P. Rust ◽  
Hechmi Hamouda ◽  
Y. Richard Kim ◽  
Roy H. Borden

2010 ◽  
Vol 24 (6) ◽  
pp. 871-877 ◽  
Author(s):  
Sayyed Mahdi Abtahi ◽  
Mohammad Sheikhzadeh ◽  
Sayyed Mahdi Hejazi

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