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    Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 008:;page 04022121
    Author(s): Ehsan Yazdani; Amy Nguyen; T. Matthew Evans
    Publisher: ASCE
    Abstract: In this work, the influence of different types of fine materials on the shear-induced instability of sand–fines mixtures was studied from various aspects. For this purpose, clean sand was mixed with three kinds of fines ...
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    Discrete Simulations of Laboratory Loading Conditions 

    Source: International Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 004
    Author(s): Xueliang Zhao; T. Matthew Evans
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that all three principal stresses play a role in the stress-strain-strength-volume response of solids and granular materials, yet conventional triaxial compression tests and direct shear tests are typically ...
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    Three-Dimensional Simulations of Plate Anchor Pullout in Granular Materials 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 004
    Author(s): T. Matthew Evans; Nan Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Plate anchors are embedded into the ocean floor to provide holding capacity for offshore structures. Anchor holding capacity is a function of both the anchor and soil properties. Although plate anchors have been widely ...
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    Membrane Effects in Biaxial Compression Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): J. David Frost; T. Matthew Evans
    Publisher: American Society of Civil Engineers
    Abstract: The effects of the confining membrane in laboratory tests on soil specimens have been the subject of numerous experimental, analytical, and numerical studies over the past half-century. This technical note expands the ...
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    Investigation of Initial Static Shear Stress Effects on Liquefaction Resistance Using Discrete Element Method Simulations 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): Lei Zhang; T. Matthew Evans
    Publisher: ASCE
    Abstract: Prior laboratory and in situ investigations show that monotonic preshearing can have a significant effect on the cyclic response of granular materials. The underlying mechanics that are responsible for these changes in ...
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    Shear Strength Envelopes of Biocemented Sands with Varying Particle Size and Cementation Level 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Ashkan Nafisi; Brina M. Montoya; T. Matthew Evans
    Publisher: ASCE
    Abstract: Microbial-induced calcium carbonate precipitation (MICP) is a bio-mediated technique that may be used to improve the strength and stiffness of soils. Various parameters affect the behavior of MICP-cemented sand, and their ...
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    Effect of Particle Morphology on Strength of Glass Sands 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 008:;page 04023117-1
    Author(s): Yang Xiao; Qingyun Fang; Armin W. Stuedlein; T. Matthew Evans
    Publisher: ASCE
    Abstract: A series of drained triaxial tests were performed on sandy soils [crushed glass (CG) and glass bead (GB)] with different mean particle sizes in order to investigate the effect of both particle size and particle shape on ...
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    Swell Mitigation with Granulated Tire Rubber 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 005
    Author(s): Ujwal Patil; Julio R. Valdes; T. Matthew Evans
    Publisher: American Society of Civil Engineers
    Abstract: Experiments were conducted to investigate the odometric swell behavior of expansive soil specimens mixed independently with two different granular additives: silica sand and granulated tire rubber (GTR). All specimens were ...
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    Visualization and Analysis of Microstructure in Three-Dimensional Discrete Numerical Models 

    Source: Journal of Computing in Civil Engineering:;2009:;Volume ( 023 ):;issue: 005
    Author(s): T. Matthew Evans; Steve Chall; Xueliang Zhao; Theresa-Marie Rhyne
    Publisher: American Society of Civil Engineers
    Abstract: A computer program has been developed to allow for the virtual slicing of irregularly spaced and irregularly shaped three-dimensional image data. The program was used to virtually slice three-dimensional particle assemblies ...
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    Geotechnical Properties and Performance of Large-Scale Coastal Dunes Reinforced by Biocementation under Hurricane Wave Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024103-1
    Author(s): Pegah Ghasemi; Brina M. Montoya; T. Matthew Evans; Meagan E. Wengrove
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the application of microbially induced carbonate precipitation for coastline protection was investigated. Untreated, moderately, and heavily cemented near-prototype dunes were fabricated in the largest wave ...
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