1. National Engineering Research Center of Road Maintenance Technologies, Beijing 100095, China;
2. Road MainT Co., Ltd., Beijing 100095, China;
3. Beijing Road and Bridge Construction Group Rucheng Engineering Test Detection Co., Ltd., Beijing 100068, China
An Asphalt Pavement Performance Evaluation Model Based on Deflection
GONG Jian1,2, WANG Hao2, LÜ Jin-Gang3, CHANG Cheng-Li2
1. National Engineering Research Center of Road Maintenance Technologies, Beijing 100095, China;
2. Road MainT Co., Ltd., Beijing 100095, China;
3. Beijing Road and Bridge Construction Group Rucheng Engineering Test Detection Co., Ltd., Beijing 100068, China
摘要An asphalt pavement performance evaluation model based on deflection is established by combining the subjective deflection weight obtained from the improved analytic hierarchy process and the objective deflection weight obtained from the entropy method through the variable weight principle. The established model is used to comprehensively evaluate asphalt pavement performance. This model is implemented in two ways, namely, introduction of high-speed deflectometer and observation of long-term pavement performance; hence, the application of the new pavement performance evaluation model is guaranteed. Results show that the evaluation result of the new model can reflect each index weight proportion of asphalt pavement performance on the basis of the existing specification and real-time parameter evolution rule of asphalt pavement. The new model can reflect the actual pavement quality objectively and accurately.
Abstract:An asphalt pavement performance evaluation model based on deflection is established by combining the subjective deflection weight obtained from the improved analytic hierarchy process and the objective deflection weight obtained from the entropy method through the variable weight principle. The established model is used to comprehensively evaluate asphalt pavement performance. This model is implemented in two ways, namely, introduction of high-speed deflectometer and observation of long-term pavement performance; hence, the application of the new pavement performance evaluation model is guaranteed. Results show that the evaluation result of the new model can reflect each index weight proportion of asphalt pavement performance on the basis of the existing specification and real-time parameter evolution rule of asphalt pavement. The new model can reflect the actual pavement quality objectively and accurately.
基金资助:Supported by the Science and Technology Research Project of Ministry of Transport (No.3014318223010); the Road and Transport R&D Project for Western Regions of China Commissioned by Ministry of Transport (No.2015318X11290)
通讯作者:
GONG Jian
E-mail: gongjian@roadmaint.com
引用本文:
巩建, 王浩, 吕进刚, 常成利. 基于弯沉的沥青路面使用性能评价模型[J]. Journal of Highway and Transportation Research and Development, 2017, 11(3): 31-38.
GONG Jian, WANG Hao, LÜ Jin-Gang, CHANG Cheng-Li. An Asphalt Pavement Performance Evaluation Model Based on Deflection. Journal of Highway and Transportation Research and Development, 2017, 11(3): 31-38.
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