GEOGRID REINFORCEMENT OF FLEXIBLE PAVEMENTS: A PRACTICAL PERSPECTIVE

Geogrid reinforcement has been used in the design and construction of pavements for more than a decade, yet there exists no design method incorporating geogrid mechanical properties as direct design parameters. Because of the complexity of layered-pavement systems and loading conditions, there may never be a simple design method identifying the properties of a geogrid as direct design parameters for reinforced-pavement systems. Rather, a series of performance-based tests should be conducted to evaluate the structural contribution of geogrid reinforcement to pavement systems, from which design parameters could be derived and incorporated into a design methodology. This paper presents a practical perspective to address a modified American Association of State Highway and Transportation Officials (AASHTO) design method for reinforced pavements, performance tests to support and verify the design parameters, and cost-benefit and constructability analyses. Performance data and analyses presented are limited to multilayered-polypropylene-biaxial geogrids.

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  • Corporate Authors:

    Industrial Fabrics Association International

    345 Cedar Building, Suite 450
    St Paul, MN  United States  55101-1088
  • Authors:
    • Zhao, A
    • Foxworthy, P T
  • Publication Date: 1999-5

Language

  • English

Media Info

  • Features: Figures; Photos; Tables;
  • Pagination: p. 28-34
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00764959
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Jun 10 1999 12:00AM