MODIFICATIONS TO CHEVRON N-LAYER COMPUTER PROGRAM. INTERIM REPORT

This report documents changes made to the Chevron N-layer computer program to: (1) include superposition principles; (2) calculate strain energy density (or work) at specified locations within the pavement structure; (3) analyze pavement response at specified radii from one circularly loaded area to permit comparison of analyses by the program as originally written with results incorporating superposition principles; (4) evaluate pavement response to any combination of loads on circular areas defined by XY coordinates on the surface--loads and contact pressures are permitted to be different from one loaded area to another, but must be constant for any one loaded area; and (5) simulate dynamic loads as the difference between the root mean squares of the maximum and minimum dynamic loads. This analysis is appropriate for constant vibratory testers such as Road Raters and Dynaflects. Moduli of asphaltic concrete must be adjusted for frequency effects.

  • Record URL:
  • Supplemental Notes:
    • Study title: Development of a Composite Pavement Design Methodology.
  • Corporate Authors:

    University of Kentucky, Lexington

    College of Engineering, 176 Raymond Building
    Lexington, KY  United States  40506

    Kentucky Transportation Cabinet

    State Office Building, 200 Mero Street
    Frankfort, KY  United States  40622

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Southgate, H F
    • Deen, R C
    • Cain, D H
    • Mayes, J G
  • Publication Date: 1987-10

Media Info

  • Features: Appendices; Figures; References;
  • Pagination: 81 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00470922
  • Record Type: Publication
  • Report/Paper Numbers: UKTRP-87-28
  • Contract Numbers: KYHPR-84-96
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Aug 31 1990 12:00AM