Sadd, M. H., Shukla, A., Parameswaran, V., & Dai, Q. (2002). Effect of Microstructure on the Static and Dynamic Behavior of Recycled Asphalt Material [2002-07] (Report No. URITC FY00-08). University of Rhode Island. Transportation Center. https://rosap.ntl.bts.gov/view/dot/16104
Sadd, Martin H., Arun Shukla, Venkitanarayanan Parameswaran, and Qingli Dai. Effect of Microstructure on the Static and Dynamic Behavior of Recycled Asphalt Material [2002-07]. Report no. URITC FY00-08. University of Rhode Island. Transportation Center, 2002. https://rosap.ntl.bts.gov/view/dot/16104.
Sadd, Martin H., et al. Effect of Microstructure on the Static and Dynamic Behavior of Recycled Asphalt Material [2002-07]. University of Rhode Island. Transportation Center, 2002, Report no. URITC FY00-08, ROSA P. https://rosap.ntl.bts.gov/view/dot/16104.
This report describes the research activities of a project dealing with theoretical/numerical modeling and experimental studies of the micromechanical behavior of recycled asphalt material. The theoretical work employed finite element techniques to develop a microstructural model of heterogeneous asphalt materials. The model simulates the load transfer between aggregates using a microframe network scheme whereby the binder-aggregate system is replaced by an equivalent network of finite elements. A nonlinear, softening model was developed through the use of a damage mechanics formulation. Preliminary model results compared favorably with experimental data for indirect tension tests. Experimental work included model verification studies, which investigated idealized cemented particulate systems in order to collect data on particle displacements under load. This data compared favorably with model simulation results. Indirect tension testing was also conducted for a material with a fix percentage of RAP, and preliminary visualization of IDT sample damage evolution was done. Experimental binder characterization studies were conducted on compressive and indirect tension samples. (75 p.)
This report describes the first year's research activities of a project dealing with the behavior of recycled asphalt pavement (RAP). The projects pri
...
This report describes the third year's research activities of a project dealing with the micromechanical behavior of asphalt materials. The project in
...
Sadd, M. H., Shukla, A., Parameswaran, V., & Dai, Q. (2002). Effect of Microstructure on the Static and Dynamic Behavior of Recycled Asphalt Material [2002-07] (Report No. URITC FY00-08). University of Rhode Island. Transportation Center. https://rosap.ntl.bts.gov/view/dot/16104
Sadd, Martin H., Arun Shukla, Venkitanarayanan Parameswaran, and Qingli Dai. Effect of Microstructure on the Static and Dynamic Behavior of Recycled Asphalt Material [2002-07]. Report no. URITC FY00-08. University of Rhode Island. Transportation Center, 2002. https://rosap.ntl.bts.gov/view/dot/16104.
Sadd, Martin H., et al. Effect of Microstructure on the Static and Dynamic Behavior of Recycled Asphalt Material [2002-07]. University of Rhode Island. Transportation Center, 2002, Report no. URITC FY00-08, ROSA P. https://rosap.ntl.bts.gov/view/dot/16104.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.