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    Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil-Structure Interface Behavior 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): Jason T. DeJong; Zachary J. Westgate
    Publisher: American Society of Civil Engineers
    Abstract: Difficulty in predicting the transfer of load from a structural element to the surrounding soil has limited the reliability of geotechnical design and performance. The remaining uncertainty in load transfer mechanics is ...
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    Direct and Interface Shear Behavior of an Authigenic Glauconite Sand from the Coastal Plain of New Jersey 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 007:;page 04025065-1
    Author(s): Yuanjing Zou; Don J. DeGroot; Zachary J. Westgate
    Publisher: American Society of Civil Engineers
    Abstract: Glauconite sand, a green-colored, iron–potassium micaceous peloid known for its high crushability, has been found at locations in Europe and the United States where offshore wind development is currently underway. Crushing ...
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    Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil–Structure Interface Behavior during Cyclic Shear 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 010:;page 04023088-1
    Author(s): Zachary J. Westgate; Jason T. DeJong
    Publisher: ASCE
    Abstract: Accurate prediction of the load transfer response of a geosystem requires an understanding of the micromechanical, or local, behavior of individual particles at the soil–structure interface. The difficulty in predicting ...
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