Copyright © 2006 Elsevier Ltd All rights reserved.
Framework for developing a static strength test for measuring deformation resistance of asphalt concrete mixtures
Received 15 April 2004;
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Abstract
This study deals with a strength property which is showing high correlation with rutting resistance of asphalt mixtures. The test procedure was developed by applying a load to the compacted asphalt samples and calculating the strength by using the deformation of the mixture at the failure point. To evaluate the validity of this test, various mixtures were prepared with two aggregates and seven binders using four loading head types at the loading speed of 50.8 mm/min at 60 °C. Maximum load and deformation were recorded for each test and deformation strength, SD, was calculated using a newly developed equation. For the same mixture, wheel tracking test was performed and two rut parameters, depth of rut and dynamic stability were obtained. The relationship between SD and rut parameters was evaluated using regression analyses. In most cases, R2 values were found to be over 0.9. This test procedure is still under development; however, current results indicate that it might be a simple test to predict the deformation resistance of asphalt mixtures at high temperatures.
Keywords: Deformation strength; Asphalt pavement; Rutting; Wheel tracking; Kim test
Article Outline
- 1. Introduction
- 2. Development of deformation strength (SD) test
- 2.1. Equation for SD
- 2.2. Test equipment and method
- 3. Experimental design
- 3.1. Materials
- 3.2. Testing methods for WT and SD
- 3.3. Testing methods for RLC and SD
- 3.4. Regression analysis
- 4. Results and discussion
- 4.1. Previous study results
- 4.2. SD and WT test results of phase three
- 4.3. SD and RLC test results
- 4.4. Correlation analyses
- 4.5. Discussion
- 5. Summary and conclusions
- Acknowledgements
- References







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Significant at α = 0.05.