Performances Research of Hybrid Fiber Reinforced Asphalt Concrete

2009 ◽  
Vol 614 ◽  
pp. 283-288
Author(s):  
Shao Peng Wu ◽  
Hong Bo Yue ◽  
Qun Shan Ye ◽  
Ling Pang

A kind of hybrid fiber was added into asphalt mixtures with the purpose of gaining pavement material with higher performance-to-price ratio. The hybrid fiber was constitutive of cellulose fiber and polyester fiber in several different proportions. Superpave mix design procedure was used to prepare hybrid fiber reinforced asphalt mixtures. Different kinds of specimens were formed with optimum asphalt content. Prolonged rutting test was conducted for the investigation of pave pavement properties of asphalt concrete. Test results show that hybrid fiber reinforced asphalt mixtures have better high-temperature deformation resistance, when the proportion of cellulose fiber in hybrid fiber ranges from 20% to 60%. Three points blending test was used to evaluate the low-temperature cracking property. Data prove that hybrid fiber with property proportion is of benefit to low-temperature cracking resistance. Water sensitivity test and indirect tension fatigue test were also carried out. Asphalt concrete with fiber has much better water damage resistance than that without fiber. For asphalt mixtures containing hybrid fiber, the cycle numbers to failure increase with the proportion decreasing of cellulose fiber in hybrid fiber. Making integrated analysis, hybrid fiber reinforced asphalt concrete has high performance-to-price ratio, which is propitious to spread of fiber reinforced asphalt concrete.

2011 ◽  
Vol 243-249 ◽  
pp. 4201-4206 ◽  
Author(s):  
Jing Hui Liu

Low temperature cracking is the main distress in asphalt pavements in winter. As asphalt rubber course is increasing, there is no standard method to characterize the resistance to cracking of asphalt rubber mixtures. This paper investigates the use of a Semi Circular Bend (SCB) test as a candidate for a low-temperature cracking specification. Based on the SCB test, this paper presents the findings of a laboratory study that aimed to evaluate the effects of recycled tire rubber on the Low temperature cracking properties of asphalt mixtures. Three mix types, a conventional hot-mix asphalt concrete, a dry process rubber modified asphalt concrete, and a wet process asphalt-rubber asphalt concrete, were included in the investigation. It is found that the asphalt mixtures produced by the wet process showed much better low temperature crack resistance, the binder effect modified by rubber was significant.


Author(s):  
N. Tapsoba ◽  
C. Sauzéat ◽  
H. Benedetto ◽  
H. Baaj ◽  
M. Ech

2014 ◽  
Vol 505-506 ◽  
pp. 35-38 ◽  
Author(s):  
Chun Mei Gao ◽  
Shuo Han ◽  
Shuang Chen ◽  
He Li

Conduct experimental study on low temperature performance about asphalt concrete with 6mm basalt fiber and without basalt, 6mm fibers whose dosage is 0.12%0.15% and 0.17%, test method is the indirect tensile test,test temperature is-10±0.5°C. The results show that basalt fiber improved the strength and failure strain of asphalt concrete in low temperature damage, reduced the failure stiffness,in which the maximum increased value of breaking strength is 3.41%, the maximum increased value of failure strain is 38.83%,and the maximum reduced value of failure stiffness is 25.52%,obviously improved low temperature cracking resistance of asphalt concrete;for low temperature performance, the optimum amount of value about 6mm basalt fiber is 0.15% .


Author(s):  
Hannele K. Zubeck ◽  
Ted S. Vinson

A deterministic model and a probabilistic model were developed to predict low-temperature crack spacing as a function of time using thermal stress restrained specimen test results, pavement thickness and bulk density, pavement restraint conditions, and air temperature. The effect of aging on pavement properties was incorporated in the models by predicting the field aging with long-term oven aging treatment in the laboratory. The calculation of the crack spacing is based on the theory that the pavement slab cracks when the pavement temperature reaches the cracking temperature of the mixture and the slab is fully restrained. The deterministic model predicts crack spacing with time, whereas the probabilistic model predicts crack spacing and its variation with time and yields the reliability of the design with regard to a minimum acceptable crack spacing criterion defined by road authorities. The probabilistic model is recommended for use in predicting the low-temperature cracking of asphalt concrete mixtures.


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