Viscoelastic Properties of Asphalts Based on Penetration and Softening Point

  • Boris Radovskiy
  • Bagdat Teltayev

Part of the Structural Integrity book series (STIN, volume 2)

Table of contents

  1. Front Matter
    Pages i-viii
  2. Boris Radovskiy, Bagdat Teltayev
    Pages 1-22
  3. Boris Radovskiy, Bagdat Teltayev
    Pages 23-39
  4. Boris Radovskiy, Bagdat Teltayev
    Pages 41-72
  5. Boris Radovskiy, Bagdat Teltayev
    Pages 73-107

About this book


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.


Bitumens Visco-elastic properties Superpave Penetration Softening point Asphalt concrete viscoelasticity asphalt stiffness viscoelastic properties of bitumen

Authors and affiliations

  • Boris Radovskiy
    • 1
  • Bagdat Teltayev
    • 2
  1. 1.Radnat ConsultingIrvineUSA
  2. 2.Kazakhstan Highway Research InstituteAlmatyKazakhstan

Bibliographic information

  • DOI
  • Copyright Information Springer International Publishing AG 2018
  • Publisher Name Springer, Cham
  • eBook Packages Engineering Engineering (R0)
  • Print ISBN 978-3-319-67213-7
  • Online ISBN 978-3-319-67214-4
  • Series Print ISSN 2522-560X
  • Series Online ISSN 2522-5618
  • Buy this book on publisher's site