You are being redirected because this document is part of your ASTM Compass® subscription.
    This document is part of your ASTM Compass® subscription.


    Parameter Estimates of Pavement Structure Layers and Uniqueness of the Solution

    Published: 0

      Format Pages Price  
    PDF (164K) 10 $25   ADD TO CART
    Complete Source PDF (14M) 695 $109   ADD TO CART

    Cite this document

    X Add email address send
      .RIS For RefWorks, EndNote, ProCite, Reference Manager, Zoteo, and many others.   .DOCX For Microsoft Word


    The question of uniqueness of backcalculated moduli of a pavement structure subjected to axisymmetric loading is addressed. Two simple examples are presented to demonstrate common difficulties associated with backcalculation, in particular problem conditioning. The sensitivity of the backcalculated solution to layer thickness, assumed Poisson's ratios, and seed moduli is examined for a two-layered problem. It is shown that it may be possible to use adjusted measured falling weight deflectometer (FWD) data together with static analysis to effect backcalculated moduli for the subgrade. However, it is concluded that the calculation of the pavement moduli from surface displacement data may not yield representative in situ pseudoelastic moduli because of the nature of multilayered stress analysis and problem conditioning.


    pavement, backcalculation, moduli, deflection, uniqueness, falling weight deflectometer

    Author Information:

    Stolle, D
    Assistant professor, McMaster University, Hamilton, Ontario

    Hein, D
    Pavement engineer, John Emery Geotechnical Engineering Ltd., Downsview, Ontario

    Committee/Subcommittee: D04.39

    DOI: 10.1520/STP19814S