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    Quasi-Static Axial Damping of Poroviscoelastic Cylinders 

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Zachary C. Grasley; Chin Leung
    Publisher: American Society of Civil Engineers
    Abstract: Design of infrastructure materials with inherent material damping may help dissipate energy during dynamic loading events such as earthquakes, thereby reducing structural damage and risk of collapse. One possible method ...
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    Comparison of Permeability of Cementitious Materials Obtained via Poromechanical and Conventional Experiments 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    Author(s): Jeffryd Livingston Rose; Zachary C. Grasley
    Publisher: American Society of Civil Engineers
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    Poromechanical Damping of Cementitious Materials 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 002
    Author(s): Chin K. Leung; Zachary C. Grasley
    Publisher: American Society of Civil Engineers
    Abstract: Other than through the creation of fracture surfaces, cementitious materials do not generally contribute significantly to strain energy dissipation or damping during dynamic loading of civil infrastructure. In this paper, ...
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    Correlation of Radial Flow-Through and Hollow Cylinder Dynamic Pressurization Test for Measuring Permeability 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 010
    Author(s): Christopher A. Jones; Zachary C. Grasley
    Publisher: American Society of Civil Engineers
    Abstract: The results of the dynamic pressurization test and of the radial flow-through test on hollow cylinders of the same material are compared to validate the newly developed hollow dynamic pressurization technique. The results ...
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