吉林大学学报(工学版) ›› 2018, Vol. 48 ›› Issue (2): 460-465.doi: 10.13229/j.cnki.jdxbgxb20170105

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Pavement performance of nano materials-basalt fiber compound modified asphalt binder

CHENG Yong-chun, BI Hai-peng, MA Gui-rong, GONG Ya-feng, TIAN Zhen-hong, LYU Ze-hua, XU Zhi-shu   

  1. College of Transportation,Jilin University,Changchun 130022,China
  • Received:2017-06-20 Online:2018-03-01 Published:2018-03-01

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Abstract: In order to improve both the high temperature stability and low temperature crack resistance of asphalt at the same time, nano materials and basalt fiber were used to modify the asphalt. the high temperature stability and low temperature crack resistance of the composite modified asphalt were evaluated by cone penetration test, softening point test, ductility test, viscosity test, dynamic shear rheological test and low temperature beam bending creep test. Results show that the incorporation of nano materials and basalt fibers can effectively improve the shear strength and cohesive force of asphalt and enhance the high temperature resistance to permanent deformation. The incorporation of nano materials and basalt fibers reduces the low-temperature ductility while increases the low temperature creep rate of asphalt. The low temperature stress relaxation ability of asphalt is also enhanced and low temperature performance is improved. The incorporation of two kinds of modified materials has a superposition effect on the improvement of the asphalt performance, and the application in construction of asphalt pavement is beneficial to further improve its service life.

Key words: road engineering, nano TiO2/CaCO3, basalt fiber, high temperature performance, low temperature performance, compound modified asphalt

CLC Number: 

  • U416.2
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