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- W596053106 abstract "This paper presents laboratory test results demonstrating the effects of aggregate type, asphalt type, asphalt content, air voids content, and testing temperature on fatigue performance of asphalt concrete mixture. In this research, controlled-stress diametral fatigue tests were performed under varying temperatures and mixture variables, including aggregate type. The resilient modulus testing future developed by MTS Systems Corp. in accordance with ASTM D4123 was used with the MTS closed-loop servohydraulic system. Some preliminary testing was performed to identify the fatigue failure criteria of the mixtures under various testing conditions. Regardless of the mixture variables, the tests revealed that in most cases the rate of horizontal deformation increased dramatically at about 0.05 inch (0.127 cm) for tests conducted at and about 0.1 inch (0.254 cm) for tests conducted at . The effect of aggregate type on fatigue cracking was evaluated under test combinations with changing asphalt type, asphalt content, air voids content and temperature. Controlled-stress diametral fatigue test results plotted on logarithmic scale of recoverable horizontal deformation and number of cycles to failure showed a good agreement with historic trend of the fatigue data. The test results were analyzed using statistical analysis and graphical comparison of data. The analysis of variance (ANOVA) tests were performed to investigate the main effects and interactions of the test variables with the aggregate type. The analysis showed that, with the size of experimentation used in this study, aggregate type has significant effects on fatigue resistance of asphalt concrete, indicating better performance from the mixtures comprised of aggregates with a rough surface texture and an angular shape." @default.
- W596053106 created "2016-06-24" @default.
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- W596053106 date "1995-01-01" @default.
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- W596053106 title "Study on Factors Affecting Fatigue Response of Asphalt Concrete Mixtures" @default.
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