Fatigue resistance of asphalt concrete is usually evaluated by means of fatigue tests, like repeated load four point bending tests. These tests are rather time consuming and, therefore, not suited for performance based specifications. In this article a new, faster procedure to determine the fatigue characteristics is introduced. The procedure is based on a combination of theory and experiments. Both the theoretical background and the experiments that were used are discussed in this article. Furthermore, fatigue relations that were developed using the new procedure and relations developed using classical fatigue tests, are compared.

  • Availability:
  • Corporate Authors:

    Delft University of Technology

    Faculty of Civil Engineering, Stevin Laboratory, P.O. Box 5048
    2600 GA Delft,   Netherlands 
  • Authors:
    • Erkens, S M J G
    • Moraal, J
  • Publication Date: 1996


  • English

Media Info

  • Pagination: p. 53-70
  • Serial:
    • Heron
    • Volume: 41
    • Issue Number: 1
    • Publisher: Delft University of Technology
    • ISSN: 0046-7316

Subject/Index Terms

Filing Info

  • Accession Number: 00728949
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Nov 21 2001 12:00AM