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Viscoelastic properties of asphalts ...
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Radovskiy, Boris.
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Viscoelastic properties of asphalts based on penetration and softening point
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Viscoelastic properties of asphalts based on penetration and softening point/ by Boris Radovskiy, Bagdat Teltayev.
作者:
Radovskiy, Boris.
其他作者:
Teltayev, Bagdat.
出版者:
Cham :Springer International Publishing : : 2018.,
面頁冊數:
viii, 107 p. :ill., digital ;24 cm.
Contained By:
Springer eBooks
標題:
Asphalt - Elastic properties. -
電子資源:
http://dx.doi.org/10.1007/978-3-319-67214-4
ISBN:
9783319672144
Viscoelastic properties of asphalts based on penetration and softening point
Radovskiy, Boris.
Viscoelastic properties of asphalts based on penetration and softening point
[electronic resource] /by Boris Radovskiy, Bagdat Teltayev. - Cham :Springer International Publishing :2018. - viii, 107 p. :ill., digital ;24 cm. - Structural integrity,v.22522-560X ;. - Structural integrity ;v.2..
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.
ISBN: 9783319672144
Standard No.: 10.1007/978-3-319-67214-4doiSubjects--Topical Terms:
3298568
Asphalt
--Elastic properties.
LC Class. No.: TA455.A7
Dewey Class. No.: 620.196
Viscoelastic properties of asphalts based on penetration and softening point
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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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