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    FORTRAN Code for 1986 AASHTO Guide Equations 

    Source: Journal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 003
    Author(s): William W. Crockford
    Publisher: American Society of Civil Engineers
    Abstract: Function subprograms are provided for the solution of the AASHTO equations for both flexible and rigid pavement design using the well known Newton-Raphson root finding numerical solution technique. The code was written for ...
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    Role of Principal‐Plane Rotation in Flexible Pavement Deformation 

    Source: Journal of Transportation Engineering, Part A: Systems:;1993:;Volume ( 119 ):;issue: 001
    Author(s): William W. Crockford
    Publisher: American Society of Civil Engineers
    Abstract: Permanent deformation in the layers of a full‐scale flexible pavement test section that was subjected to heavy fighter‐aircraft loading (F‐15) is presented as background information for designing a laboratory study of ...
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    Tensile Fracture and Fatigue of Cement‐Stabilized Soil 

    Source: Journal of Transportation Engineering, Part A: Systems:;1987:;Volume ( 113 ):;issue: 005
    Author(s): William W. Crockford; Dallas N. Little
    Publisher: American Society of Civil Engineers
    Abstract: Portland cement‐stabilized soil is widely used as a base material for roads, airfields, and similar structures. Cracking in this material is studied using fracture mechanics concepts. Fracture toughness in the form of the ...
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    Rut Susceptibility of Large Stone Mixtures 

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 001
    Author(s): Emmanuel G. Fernando; Joe W. Button; William W. Crockford
    Publisher: American Society of Civil Engineers
    Abstract: The rut susceptibility of large stone mixtures (LSMs) was evaluated from laboratory materials characterization tests that included compressive creep and recovery tests on LSMs and conventional base mixtures, and repetitive ...
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