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    Modulus and Damping Due to Uniform and Variable Cyclic Loading 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): Richard P. Ray; Richard D. Woods
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests are run on five different cohesionless soils to determine their modulus and damping characteristics. Torsional simple shear and resonant column tests are performed by the same test apparatus in order to ...
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    AASHTO Rigid Pavement Design Equation Study 

    Source: Journal of Transportation Engineering, Part A: Systems:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Jeth A. Fogg; Ronald L. Baus; Richard P. Ray
    Publisher: American Society of Civil Engineers
    Abstract: In 1986, a revised rigid pavement design equation was introduced by the American Association of State Highway and Transportation Officials. The revised equation contains new input parameters such as: reliability,
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    Multilevel Soil-Vapor Extraction Test for Heterogeneous Soil 

    Source: Journal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Mark A. Widdowson; Orrick R. Haney; Howard W. Reeves; C. Marjorie Aelion; Richard P. Ray
    Publisher: American Society of Civil Engineers
    Abstract: The design, performance, and analysis of a field method for quantifying contaminant mass-extraction rates and air-phase permeability at discrete vertical locations of the vadose zone are presented. The test configuration ...
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