This work deals with conventional and new relationships between
various viscoelastic properties of road bitumen, determined under
different test modes, such as constant stress, constant deformation
or cyclic load. Approximate formulas have been derived for
prediction of the rheological properties of asphalt based on its
standard parameters such as penetration and softening point. The
work is intended for researchers and engineers in road paving
industry. It may be also of interest for teachers and Civil
Engineering students.
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