thesisThe Bending Beam Rheometer (BBR) test is a recently developed test that is used to determine low-temperature behavior of asphalt mixtures. By knowing the low-temperature behavior, transverse cracking can be effectively predicted. Transverse cracking is a major cause of distress in wintertime and degrades the pavement structure. Significant research has shown that the BBR test can not only be used as a viable means of predicting this type of cracking, but also as a simpler and more economical method to address low-temperature pavement performance. However, as mentioned, the BBR test as used in this regard is relatively new, and needs to have standard specifications developed for the testing of the low-temperature properties of asphalt ...
The low temperature rheology of bituminous binders is of great interest because low temperature crac...
Increasing concerns on environment and greenhouse effect, coupled with increased construction prices...
Temperature differentials (TD) between the target laydown and actual laydown temperatures of asphalt...
thesisThermal cracking due to stress at low temperature is a major factor in roadway degradation. Th...
University of Minnesota Master of Science thesis. April 2015. Major: Civil Engineering. Advisor: Dr....
Low temperature cracking in asphalt pavements located in cold climates is a major cause of pavement ...
It is widely accepted that using reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS...
Final reportPDFTech ReportUT-16.0915-8542PIC No. UT14.107Asphalt mixturesField studiesLow temperatur...
Asphalt mixtures were collected from seven construction projects, both of the plant and during laydo...
This work showed that the bending beam rheometer is a viable test to determine the low temperature p...
Physical and chemical properties of aggregates at the micro scale strongly impact the adhesive bond ...
University of Minnesota M.S. thesis.September 2013. Major: Civil Engineering. Advisor: Eshan Dave. ...
PDFTech Reportcmr 13-012Asphalt mixturesPavement performanceCold weatherRecycled materialsBindersBle...
When applying recycled asphalt technology in a flexible pavement project, most of the concerns are r...
University Transportation Centers Program2019PDFTech ReportRomero, PedroUniversity of Utah. Departme...
The low temperature rheology of bituminous binders is of great interest because low temperature crac...
Increasing concerns on environment and greenhouse effect, coupled with increased construction prices...
Temperature differentials (TD) between the target laydown and actual laydown temperatures of asphalt...
thesisThermal cracking due to stress at low temperature is a major factor in roadway degradation. Th...
University of Minnesota Master of Science thesis. April 2015. Major: Civil Engineering. Advisor: Dr....
Low temperature cracking in asphalt pavements located in cold climates is a major cause of pavement ...
It is widely accepted that using reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS...
Final reportPDFTech ReportUT-16.0915-8542PIC No. UT14.107Asphalt mixturesField studiesLow temperatur...
Asphalt mixtures were collected from seven construction projects, both of the plant and during laydo...
This work showed that the bending beam rheometer is a viable test to determine the low temperature p...
Physical and chemical properties of aggregates at the micro scale strongly impact the adhesive bond ...
University of Minnesota M.S. thesis.September 2013. Major: Civil Engineering. Advisor: Eshan Dave. ...
PDFTech Reportcmr 13-012Asphalt mixturesPavement performanceCold weatherRecycled materialsBindersBle...
When applying recycled asphalt technology in a flexible pavement project, most of the concerns are r...
University Transportation Centers Program2019PDFTech ReportRomero, PedroUniversity of Utah. Departme...
The low temperature rheology of bituminous binders is of great interest because low temperature crac...
Increasing concerns on environment and greenhouse effect, coupled with increased construction prices...
Temperature differentials (TD) between the target laydown and actual laydown temperatures of asphalt...