Title :
The Stability Analysis of Asphalt Pavement Interfacial Contact with Tests
Author_Institution :
Henan Highway Dev. Co.,Ltd., Zheng Zhou, China
Abstract :
The binding condition between the asphalt layer and the base have a great influence on the mechanic response of asphalt pavement. The rubber power modified asphalt, epoxy modified asphalt and polymer modified asphalt, which are to gain changes of shear strength and tensile strength with different spilling contents, are analyzed through laboratory shear test and pull-out test. Compared with theoretical values calculated by BISAR software, the difference of the three kind of adhesive layer oils and the optimal spilling contents we Asphalt pavement; interfacial contact; stability; spilling contentre attained at last.
Keywords :
adhesion; asphalt; roads; rubber; shear strength; stability; structural engineering; tensile strength; BISAR software; adhesive layer; epoxy modified asphalt; interfacial contact; pavement; polymer modified asphalt; pull out test; rubber power modified asphalt; shear strength; spilling contents; stability analysis; tensile strength; Asphalt; Building materials; Concrete; Laboratories; Materials testing; Mechanical variables measurement; Polymers; Powders; Software testing; Stability analysis; asphalt macadam; base; gradation; performance;
Conference_Titel :
Measuring Technology and Mechatronics Automation (ICMTMA), 2010 International Conference on
Conference_Location :
Changsha City
Print_ISBN :
978-1-4244-5001-5
Electronic_ISBN :
978-1-4244-5739-7
DOI :
10.1109/ICMTMA.2010.695
