DocumentCode
3358066
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
fYear
2010
fDate
26-28 June 2010
Firstpage
1419
Lastpage
1421
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;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536155
Filename
5536155
Link To Document