Viscoelastic Properties of Asphalts Based on Penetration and Softening Point [electronic resource] / by Boris Radovskiy, Bagdat Teltayev.
By: Radovskiy, Boris [author.]
.
Contributor(s): Teltayev, Bagdat [author.] | SpringerLink (Online service).
Material type: 
BookSeries: Structural Integrity: 2Publisher: Cham : Springer International Publishing : Imprint: Springer, 2018Edition: 1st ed. 2018.Description: VIII, 107 p. 44 illus., 42 illus. in color. online resource.Content type: text Media type: computer Carrier type: online resourceISBN: 9783319672144.Subject(s): Civil engineering | Building materials | Civil Engineering | Structural MaterialsAdditional physical formats: Printed edition:: No title; Printed edition:: No title; Printed edition:: No titleDDC classification: 624 Online resources: Click here to access online
In:
Springer Nature eBookSummary: 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.
No physical items for this record
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.
There are no comments for this item.