Abstract：In view of the problem that the evaluation results of expressway asphalt pavement performance were too broad and it was difficult to effectively predict the development trend of pavement performance, the highway asphalt pavement performance evaluation model based on fuzzy interval number theory was established and studied, which adopted the evaluation theory of interval number, fuzzy analysis and rough set incomplete system, combined with the characteristics of asphalt pavement evaluation index system such as structure performance, functional performance, rutting performance and safety performance evaluation index system and the evaluation of the five grades. The interval number was used to scale the weight of each evaluation index and its evaluation results. The effectiveness of the proposed model and the reliability of the evaluation results were verified by a case study. The results show that the proposed evaluation method can not only objectively and effectively evaluate the performance of expressway asphalt pavement, but also make a second-order bias evaluation of its evolution trend. The evaluation results provide reliable basic data for the prediction and maintenance decision of asphalt pavement performance.
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2020, Vol. 39 
