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Rheology pp 679-682 | Cite as

Viscoelastic Analysis of a Three-Layer Paving System Subjected to Moving Loads

  • G. Battiato
  • G. Ronca
  • C. Verga

Abstract

The structural design of asphalt pavements is generally achieved by elastic methods based on the multilayer elastic theory developed by Burmister. The application of these methods requires some approximations, the asphalt surface layers being characterized by a typical viscoelastic behavior.

Keywords

Asphalt Concrete Asphalt Pavement Viscoelastic Effect Asphalt Layer Pave System 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 1.
    G. Battiato, G. Ronca, and C. Verga. The viscoelastic analysis of a two-layer paving system subjected to repeated moving loads: the contribution of residual deformations. Proceedings of the VIIth International Congress on Rheology, Gothenburg, August 23 - 27, 1976.Google Scholar
  2. 2.
    G. Battiato, G. Ronca, and C. Verga. Design of flexible pavements by the viscoelastic “VESTRA” method. The Arabian Journal for Science and Engineering, Volume 4, Number 1, January 1979 ( University of Petroleum and Minerals, Dhahran, Saudi Arabia, John Wiley & Sons).Google Scholar
  3. 3.
    Italian Road Federation - Measurement of the “aggressiveness” of goods traffic on road pavements, Autostrade, No. 10, 1979.Google Scholar

Copyright information

© Plenum Press, New York 1980

Authors and Affiliations

  • G. Battiato
    • 1
  • G. Ronca
    • 2
  • C. Verga
    • 1
  1. 1.Assoreni, ENI GroupS. Donato MilaneseItaly
  2. 2.Politecnico di MilanoItaly

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