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    Reduction of Impulse-Response Data on Rigid Pavement: Comparison of Single Degree of Freedom, Cone, and Lumped Parameter Dynamic Models 

    Source: Journal of Infrastructure Systems:;2015:;Volume ( 021 ):;issue: 004
    Author(s): Hudson Jackson; Nenad Gucunski
    Publisher: American Society of Civil Engineers
    Abstract: The Impulse Response (IR) method is a nondestructive method that has been successfully used to detect voids or loss of support underneath rigid pavement and to evaluate the pavement subgrade. Voids or loss of support can ...
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    DSpace software copyright © 2002-2015  DuraSpace
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