Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Evaluation of Permanent Deformation and Fatigue Cracking Resistance Characteristics of Recycled Asphalt Pavement Binder
This is the final report of the research project, entitled 'Evaluation of Cracking and Permanent Deformation Resisting Characteristics of Recycled Asphalt Pavement (RAP) Binder.' This study dealt with the investigation of the rheological properties of RAP binder to evaluate the resistance to permanent deformation and fatigue cracking using the Strategic Highway Research Program (SHRP) products, i.e., Superpave binder specification. In addition, this laboratory investigation characterized the fracture behavior and dynamic response of RAP binder and asphalt concrete. Result of this laboratory investigation help the engineers understand the resistance characteristics of asphalt binder containing RAP against permanent deformation and fatigue cracking of asphalt pavements. The report presents the results of: (1) Investigation of the relationship between rheological properties and RAP asphalt binder percentage for evaluation of the permanent deformation resistance characteristics; (2) Investigation of quasi-static behavior of asphalt binder containing RAP for the evaluation of permanent deformation resistance characteristics; (3) Investigation of the relationship between rheological properties and RAP asphalt binder percentage for evaluation of the fatigue cracking resistance characteristics; (4) Characterization of fracture toughness of the asphalt binder containing RAP binder; and (5) Characterization of the dynamic response of the asphalt binder containing RAP binder.
Evaluation of Permanent Deformation and Fatigue Cracking Resistance Characteristics of Recycled Asphalt Pavement Binder
This is the final report of the research project, entitled 'Evaluation of Cracking and Permanent Deformation Resisting Characteristics of Recycled Asphalt Pavement (RAP) Binder.' This study dealt with the investigation of the rheological properties of RAP binder to evaluate the resistance to permanent deformation and fatigue cracking using the Strategic Highway Research Program (SHRP) products, i.e., Superpave binder specification. In addition, this laboratory investigation characterized the fracture behavior and dynamic response of RAP binder and asphalt concrete. Result of this laboratory investigation help the engineers understand the resistance characteristics of asphalt binder containing RAP against permanent deformation and fatigue cracking of asphalt pavements. The report presents the results of: (1) Investigation of the relationship between rheological properties and RAP asphalt binder percentage for evaluation of the permanent deformation resistance characteristics; (2) Investigation of quasi-static behavior of asphalt binder containing RAP for the evaluation of permanent deformation resistance characteristics; (3) Investigation of the relationship between rheological properties and RAP asphalt binder percentage for evaluation of the fatigue cracking resistance characteristics; (4) Characterization of fracture toughness of the asphalt binder containing RAP binder; and (5) Characterization of the dynamic response of the asphalt binder containing RAP binder.
Evaluation of Permanent Deformation and Fatigue Cracking Resistance Characteristics of Recycled Asphalt Pavement Binder
K. W. Lee (Autor:in) / A. Shukla (Autor:in) / S. Venkatram (Autor:in) / N. Soupharath (Autor:in)
1998
100 pages
Report
Keine Angabe
Englisch
Construction Equipment, Materials, & Supplies , Highway Engineering , Recycled materials , Asphalt pavements , Rheological properties , Cracking , Deformation , Evaluation , Fatigue(Materials) , Fracture mechanics , Characterization , Pavement binders , RAP binders , Recycled Asphalt Pavement binders , Superpave
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