Title :
Study on change discipline of rutting-test curve
Author :
Wu RuiLin ; Ma Guanghua
Author_Institution :
Sch. of Civil Eng. & Mech., Huazhong Univ. of Sci. & Technol., Wuhan, China
Abstract :
This study developed a rut prediction model for bituminous pavement based on long-term rut test. During the development of the rut prediction model, the long-term rut tests curves were obtained by testing asphalt samples with their performance in extension test time. Then, the numerical analysis of the curves had been done by using the Microsoft-Excel. The numerical analysis results indicated that there was completely non-linear relation between the rut depth and time in the conventional one-hour time test, but with the test time exceeding two hours, the comparatively stable linear relation was gradually obvious. From this study, it was concluded that the regression equations by using the 2-3 hours tests data could be as the theoretical basis of the rut prediction model for bituminous pavement.
Keywords :
asphalt; creep testing; numerical analysis; road building; Microsoft Excel; asphalt; bituminous pavement; extension test time; long-term rut tests curve; numerical analysis; regression equation; rut depth; rut prediction model; rutting-test curve; Asphalt; Nonlinear distortion; Numerical analysis; Predictive models; Road transportation; Stability analysis; Temperature; Testing; Vehicle dynamics; Wheels; bituminous pavement; change discipline; experiment curve; long-term; rut;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location :
Wuhan
Print_ISBN :
978-1-4244-7737-1
DOI :
10.1109/MACE.2010.5536155