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    Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 012:;page 04022112
    Author(s): Q. X. Wu; Z. X. Yang
    Publisher: ASCE
    Abstract: The undrained response of sand under complex loading conditions involving principal stress rotation (PSR) is of particular interest in practical engineering. Although this subject has been studied extensively through ...
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    Novel Undrained Servomechanism in Discrete-Element Modeling and Its Application in Multidirectional Cyclic Shearing Simulations 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 003:;page 04020155-1
    Author(s): Q. X. Wu; Z. X. Yang
    Publisher: ASCE
    Abstract: Multidirectional shearing of granular soils involves shearing more than one shear stress component, and thus may result in more-complex soil responses than unidirectional shearing. This study developed an advanced numerical ...
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    Discrete-Element Simulation of Dense Sand under Uni- and Bidirectional Cyclic Simple Shear Considering Initial Static Shear Effect 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012:;page 04022226
    Author(s): M. D. Jiang; M. Q. Xu; Q. X. Wu; K. Pan; Z. X. Yang
    Publisher: ASCE
    Abstract: Huge and critical structures, such as fuel storage tanks and nuclear power plants, are often built on dense sandy grounds, which may cause excessive plastic deformations under multidirectional cyclic shearing conditions ...
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