Influence of Multiple Factors on the Shear Fatigue Resistance of Asphalt Pavement Interlayer Adhesive Materials
Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 9
Abstract
Asphalt pavements on steep slope sections in regions with seasonal freezing are affected by loads and the environment, and the shear resistance and shear fatigue performance attenuation of interlayer adhesive materials become increasingly severe. To study the effect of freeze–thaw cycles on shear fatigue resistance of asphalt pavement interlayer adhesive materials, an asphalt pavement interlayer shear fatigue test device was designed and self-assembled. The ultimate shear strength test of asphalt mixtures was determined using a universal testing machine. The interlayer shear fatigue of asphalt mixtures was tested, and the single factor analysis of shear stress ratio, loading frequency, temperature, and freeze–thaw cycle influence on the interlayer shear fatigue were discussed. The frequency, temperature, freeze–thaw cycles, and practical application parameters were corrected based on a prediction model for shear fatigue life under different shear stress levels, and a prediction model for interlayer shear fatigue life was established. The results show that the shear fatigue failure life of the same adhesive layer specimen decreases with the increase of the stress ratio, and is very sensitive to changes in the stress level. Furthermore, shear fatigue failure life and the stress level are related linearly in double logarithmic coordinates. The interlayer shear fatigue failure life and loading frequency have an exponential change trend. The higher the loading frequency, the greater is the shear fatigue failure between layers of asphalt pavement. The interlayer shear fatigue failure life of the different types of specimens decreases with the increase of the number of freeze–thaw cycles, and has a linear trend. The study results can provide a theoretical basis and technical support for asphalt pavement material selection and structural design on steep slopes in regions with seasonal freezing.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
This work was financial supported by the National Natural Science Foundation of China (Nos. 51868047 and 51668041) and the Lanzhou University of Technology Hongliu outstanding young talent program. In addition, Advance Pavement Laboratory for Gansu Provincial Traffic Planning Survey and Design Institute and Gansu Zhitong Technology Engineering Inspection Consulting provided UTM equipment. The authors appreciate the financial and equipment support.
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Published In
Journal of Materials in Civil Engineering
Volume 32 • Issue 9 • September 2020
Copyright
©2020 American Society of Civil Engineers.
History
Received: Nov 1, 2019
Accepted: Feb 24, 2020
Published online: Jun 26, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 26, 2020
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