ANALYSIS OF MECHANICAL CHARACTERISTICS OF ROAD PAVEMENT BASED ON VISCO-ELASTIC MULTILAYER HALF-SPACE

ANALIZA MEHANIICKIH OSOBINA KONSTRUKCIJA CESTOVNIH KOLNIKA KOJA SE TEMELJI NA TEORIJI VISKO-ELASTICNOG SLOJEVITOG POLUPROSTARA

In this article, basic mathematical equations are given which can be used to determine the mechanical characteristics of the multi-layered road pavement, and in particular the elastic and visco-elastic deformations. The deformation capabilities and the stress conditions of the road pavements under the effect of traffic load were analysed. This article contains a series of conclusions by which the principle of rational pavement design can be determined taking into account the visco-elastic phase of pavement behaviour, and also stresses the necessity of taking into account not only elastic but visco-elastic characteristics. /TRRL/

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  • Corporate Authors:

    Drustvo za Ceste Hrvatske

    Ul. Janka Rakuse 1
    Zagreb,   Yugoslavia 
  • Authors:
    • Borkowski, H
  • Publication Date: 1975-11-12

Language

  • Undetermined

Media Info

  • Features: Figures; References;
  • Pagination: p. 289-298
  • Serial:
    • CESTE I MOSTOVI
    • Volume: 21
    • Issue Number: 11
    • Publisher: HRVATSKO DRUSTVO ZA CESTE
    • ISSN: 0411-6380

Subject/Index Terms

Filing Info

  • Accession Number: 00137777
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: ITRD, TRIS
  • Created Date: Apr 13 1977 12:00AM