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Low Temperature Performance Prediction Model of Cold-Filled SMA-13 Asphalt Mixture
The Transportation Engineering School, Shenyang Jianzhu University, Shenyang, China
Yueyang Maritime Bureau of the People’s Republic of China, Yueyang, China
Liaoning Provincial Transportation Development Center, Shenyang, China
The Transportation Engineering School, Shenyang Jianzhu University, Shenyang, China
- 1 The Transportation Engineering School, Shenyang Jianzhu University, Shenyang, China
- 2 Yueyang Maritime Bureau of the People’s Republic of China, Yueyang, China
- 3 Liaoning Provincial Transportation Development Center, Shenyang, China
- 4 The Transportation Engineering School, Shenyang Jianzhu University, Shenyang, China
Materials Sciences and Applications·Volume 09 (2018)·Pages 1066–1072·Published 30 November 2018·DOI10.4236/msa.2018.913077
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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 ε B 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.
KeywordsLow Temperature PerformancePrediction ModelCold-Filled SMA-13 Asphalt MixtureFractal DimensionEvaluation Index
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