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    A Unique Critical State for Sand? 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Michael A. Mooney; Richard J. Finno; M. Gioacchino Viggiani
    Publisher: American Society of Civil Engineers
    Abstract: The development of localized strains (shear banding) in soils near peak stress levels and the subsequent continued deformation within shear bands during observed softening render important issues such as critical state ...
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    A Unique Critical State for Sand? 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author(s): Scott Shewbridge; Michall A. Mooney; Richard J. Finno; Gioacchino Viggiani
    Publisher: American Society of Civil Engineers
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    Closure to “A Unique Critical State for Sand?” by Michall A. Mooney, Richard J. Finno, and Gioacchino Viggiani 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author(s): Michall A. Mooney; Richard J. Finno; Gioacchino Viggiani
    Publisher: American Society of Civil Engineers
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    Undrained Shear Band Deformation in Granular Media 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Michael A. Mooney; Gioacchino Viggiani; Richard J. Finno
    Publisher: American Society of Civil Engineers
    Abstract: Shear banding, the localization of deformation into thin zones of intense shearing, is a phenomenon commonly observed in soils, yet it is still poorly understood. Stereophotogrammetry was used to study the deformation in ...
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    Modeling Combined Fabric Evolution in an Anisometric Granular Material Driven by Particle-Scale X-Ray Measurements 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 148 ):;issue: 001:;page 04021120
    Author(s): Rui Wang; Gustavo Pinzón; Edward Andò; Gioacchino Viggiani
    Publisher: ASCE
    Abstract: A combined fabric evolution (CFE) model is used to predict real-world fabric evolution of a strongly anisometric granular material under triaxial loading, connecting advances in theoretical developments and experimental ...
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    Discussion and Closure: Strain Localization and Undrained Steady State of Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author(s): Huiming Zhang; Vinod K. Garga; Richard J. Finno; Wendell W. Harris; Michael A. Mooney; Gioacchino Viggiani
    Publisher: American Society of Civil Engineers
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    Strain Localization and Undrained Steady State of Sand 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 006
    Author(s): Richard J. Finno; Wendell W. Harris; Michael A. Mooney; Gioacchino Viggiani
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results are presented that characterize the behavior of a loose, fine-grained, water-saturated sand tested under globally undrained conditions is a plane strain apparatus. Together with local measurements of ...
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