TY  - GEN
AB  - 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.
AU  - Radovskiy, Boris.
AU  - Teltayev, Bagdat.
CN  - TA455.A7
CY  - Cham :
DA  - ©2018.
DO  - 10.1007/978-3-319-67214-4
DO  - doi
ID  - 824521
KW  - Asphalt
KW  - Viscoelasticity.
LA  - eng
LK  - https://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-67214-4
N2  - 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.
PB  - Springer,
PP  - Cham :
PY  - ©2018.
SN  - 9783319672144
SN  - 3319672142
T1  - Viscoelastic properties of asphalts based on penetration and softening point /
TI  - Viscoelastic properties of asphalts based on penetration and softening point /
UR  - https://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-67214-4
VL  - v. 2
ER  -