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Mortar fatigue model for meso-mechanistic mixture design of ravelling resistant porous asphalt concrete

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Abstract

This paper presents the development of a practical mortar fatigue model on the basis of the dissipated energy concept. A specially designed test setup was developed for characterization of mortar fatigue at meso-scale by means of dynamic shear rheometer. Test results showed that mortar fatigue models based on the dissipated energy concept can be developed for the purpose of life predictions under complicated loading conditions. The dissipated energy per cycle in the initial phase of fatigue tests is a practical indicator for fatigue life determination purposes than the total energy dissipated during a fatigue test. Since a mortar fatigue model based on the initial dissipated energy per cycle was adopted, effects of random stress and strain signals on mortar fatigue can be taken into account.

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Acknowledgments

The authors gratefully acknowledge support of the Centre for Transport and Navigation (DVS), Dutch Ministry of Transport, Public Works and Water Management, provided under the project Life Optimization Tool for Porous Asphalt (DWW-2923). The work was also supported by the Fundamental Research Funds for the Central Universities (2012-IV-024), Doctoral Fund of Ministry of Education of China (20110143120013) and the Scientific Research Foundation for the Returned Overseas Chinese Scholars, State Education Ministry. Financial support by Project on the Integration of Industry, Education and Research of Guangdong Province and Ministry of Education (No. 2012B091000162) is also acknowledged.

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Mo, L., Huurman, M., Wu, S. et al. Mortar fatigue model for meso-mechanistic mixture design of ravelling resistant porous asphalt concrete. Mater Struct 47, 947–961 (2014). https://doi.org/10.1617/s11527-013-0105-6

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