http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
Laboratory evaluation of crumb rubber asphalt concrete mixtures using the concepts of SMA mixtures
xii, 215 leaves : illustrations ; 28 cm.
AAMAS characterization procedures: Four wet-process
CRM has potential to improve the resistance to rutting.
Eight CRM asphalt concrete mixtures were evaluated using
is added. If mixtures and binders are designed properly,
mixtures and four dry-process mixtures. These mixtures
mixtures. The wet method appears to yield better
of the mixtures irrespective of the process by which it
performance regardless of the rubber particle size. Fine
rubber would improve the fatigue and rutting performance
significantly improve the resistance to fatigue and
taken to justify the higher costs that are involved.
thermal cracking characteristics of asphalt concrete
was determined that CRM has the potential to
were compared to a conventional dense graded mixture. It
When CRM is considered as an alternative, care should be