Date of Graduation
2015
Document Type
Thesis
Degree Type
MS
College
Statler College of Engineering and Mineral Resources
Department
Civil and Environmental Engineering
Committee Chair
John P Zaniewski
Committee Co-Chair
Avinash Unnikrishnan
Committee Member
Yoojung Yoon
Abstract
When the service life of asphalt pavement has expired, it can be reclaimed and reused as a percentage of new pavement. This recycled asphalt pavement (RAP) usually is exposed to years of environmental conditioning and oxidation, which stiffens the asphalt binder. As the binder stiffens, certain engineering properties change, such as dynamic modulus, and the pavement begins to experience distresses.;The asphalt mixture performance tester (AMPT) is a new performance testing machine that applies load cycles within a cell that also acts as an environmental conditioning chamber. This research focused on the using the AMPT to determine dynamic modulus and fatigue characteristics of mix designs with three RAP levels and two binder grades. Asphalt Pavement Hierarchical Analysis Toolbox -- Fatigue Program was the analysis software utilized that generated the three fatigue coefficients in the traditional fatigue equation. Kenpave, developed by Yang Huang, was used to develop strain-modulus curves so that the mix designs could be compared at a designated loading frequency and the respective dynamic modulus and strain level.
Recommended Citation
Smith, Lara, "Comparison of the Fatigue Characteristics of Recycled Asphalt Pavements" (2015). Graduate Theses, Dissertations, and Problem Reports. 6668.
https://researchrepository.wvu.edu/etd/6668