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 MSA  Vol.9 No.13 , December 2018
Low Temperature Performance Prediction Model of Cold-Filled SMA-13 Asphalt Mixture
Abstract: Sets of cold-filled SMA-13 asphalt mixture were designed by means of orthogonal design method. The bending and low temperature creep tests of the cold-filled SMA-13 asphalt mixture were carried out. The related models of the fractal dimension and the road performance evaluation index including low temperature bending failure strain εB and bending strength RB are established by using fractal theory. The model can be used to predict the low temperature performance of cold-filled SMA-13 asphalt mixture according to the design gradation, which can reduce the test workload and improve the working efficiency, so as to provide the reference for engineering design.
Cite this paper: Sun, Z. , Wang, S. , Ma, S. and Liu, S. (2018) Low Temperature Performance Prediction Model of Cold-Filled SMA-13 Asphalt Mixture. Materials Sciences and Applications, 9, 1066-1072. doi: 10.4236/msa.2018.913077.
References

[1]   Sun, Z.H. (2017) Asphalt Mixture Mix Design Method. People’s Communications Publishing Co., Ltd., Beijing.

[2]   Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering. JTGE20-2011, Occupation Standard of the People’s Republic of China.

[3]   Test Methods of Aggregate for Highway Engineering. JTGE42-2005, Occupation Standard of the People’s Republic of China.

[4]   Li, Q. (2017) Cold-Filled Asphalt Mixture Design Method. Master Thesis, Shenyang Jianzhu University, Shenyang.

[5]   Sun, Z.H., Yu, Q.B., Wang, T.B., Yu, B.Y., Zhu, G.Q. and Ma, J. (2014) The Effect of Asphalt and Aggregate Gradation on the Low-Temperature Performance of Asphalt Mixtures for Intermediate and Underlying Course. Applied Mechanics and Materials, 505-506, 251-254.

[6]   Highway Science Research Institute and Ministry of Communications Technical Specifications for Construction of Highway Asphalt Pavements. JTGF40-2004.

 
 
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