Abstract
The objective of this paper was to develop a comprehensive evaluation method and index to evaluate the performance of sealants and fillers for cracks in asphalt concrete pavements using the method of principal component analysis. The performance experiments including cone penetration, softening point, flow, resilience and tension at low temperature respectively were conducted by reference of ASTM D5329 for eight sealants and fillers often used in China. There by a principal component model was developed and weight of every index was calculated. The experimental results show that there are significantly different performances for sealants and fillers often used in China. Principal component analysis is an objective method that evaluates and selects the performance of sealants and fillers for cracks in asphalt concrete pavements.
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Funded by the National Natural Science Foundation of China (Nos. 51408287 and 51668038), the Rolls Supported by Program for Changjiang Scholars and Innovative Research Team in University(IRT_15R29), the Distinguished Young Scholars Fund of Gansu Province(1606RJDA318), the Natural Science Foundation of Gansu Province (1506RJZA064), and the Excellent Program of Lanzhou Jiaotong University(201606)
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Li, B., Ren, X., Li, Y. et al. Evaluation and selection of sealants and fillers using principal component analysis for cracks in asphalt concrete pavements. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 32, 408–412 (2017). https://doi.org/10.1007/s11595-017-1611-0
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DOI: https://doi.org/10.1007/s11595-017-1611-0