RESPONSE OF GRANULAR LAYERS IN FLEXIBLE PAVEMENTS SUBJECTED TO AIRCRAFT LOADINGS

Airfield pavement design is a complex blend of relatively simple linear elastic theory, fatigue concepts, correlations with small-scale and full-scale tests, and pragmatic adjustments to reflect observations of in-service pavements. The granular base and subbase have always posed the most difficult analytical problem in traditional pavement design methodologies. For this reason, the granular layers have never been treated explicitly in design as have the asphalt concrete (AC) layer and subgrade layer, which have used predictive models for cracking in the AC and rutting in the subgrade as a function of linear-elastic strain and material properties. Instead, these granular layers were carefully specified in terms of gradation, plasticity, and in-situ density to minimize deformation under traffic. However, today's designers are being asked to predict pavement performance under a variety of nonstandard conditions. This is a far more complex task than simply providing safe thickness and specifications for the material. To deal with this new challenge, the design community must have material models that predict cumulative deformations under repetitive aircraft loads. In order to apply these material models, mechanical response data are required to calibrate the necessary model parameters. The parameters used to define strength, failure, and deformation properties must be defined for any material to be modeled. This report describes the constitutive model requirements, laboratory tests, and analysis used in developing a response model for an unbound granular base course typical of an airfield pavement.

  • Corporate Authors:

    Army Corps of Engineers

    Geotechnical Laboratory, P.O. Box 631
    Vicksburg, MI  United States  39180
  • Authors:
    • Smith, D M
  • Publication Date: 2000-5

Language

  • English

Media Info

  • Features: Appendices; Figures; Photos; References; Tables;
  • Pagination: 266 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00795269
  • Record Type: Publication
  • Report/Paper Numbers: ERDC/GL TR-00-3,, Final Report
  • Files: TRIS
  • Created Date: Jul 11 2000 12:00AM