Transportation Research Congress 2016
Effect of Aggregate Mineral Composition on Polish Resistance Performance
Publication: Transportation Research Congress 2016: Innovations in Transportation Research Infrastructure
ABSTRACT
The polish resistance performance of aggregate is closely related to the skid resistance performance of asphalt pavement, while the mineral composition significantly determines the physical and mechanical properties of aggregate; however, there is very few research on the relationship between mineral composition and properties of aggregate. In this paper, the polishing effect on aggregate is simulated by Wehner/Schulze test, the slope of linearized polished stone value (PSV) tendency is proposed as the index of polish resistance performance, while the mineral composition of three types of aggregate is obtained based on X-ray diffraction test. The relationship between aggregate mineral compositions and polish resistance performance is analyzed based on gray relevance theory. Result shows that calcium and magnesium group mineral has a high correlation with the polish resistance performance of aggregates, the aggregate properties of polish resistance is significantly affected by these minerals.
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ACKNOWLEDGEMENTS
This paper is supported by the National Natural Science Foundation of China. Grant No. 51308042, No.41372320.
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Published In
Transportation Research Congress 2016: Innovations in Transportation Research Infrastructure
Pages: 263 - 271
Editors: Linbing Wang, Ph.D., Virginia Polytechnic University, Jianming Ling, Ph.D., Tongji University, Pan Liu, Ph.D., Southeast University, Hehua Zhu, Tongji University, Hongren Gong, University of Tennessee Knoxville, and Baoshan Huang, Ph.D., University of Tennessee Knoxville
ISBN (Online): 978-0-7844-8124-0
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© 2018 American Society of Civil Engineers.
History
Published online: Feb 6, 2018
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