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    Three-Dimensional Discrete-Element Method Analysis of Stresses and Deformations of a Single Geogrid-Encased Stone Column 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Meixiang Gu; Jie Han; Minghua Zhao
    Publisher: American Society of Civil Engineers
    Abstract: The discrete-element method (DEM) has been successfully used to simulate the behavior of granular material and was used in this study to analyze the stresses and deformations of a single geogrid-encased stone column under ...
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    Dynamic Behavior of Stone Column–Improved Soft Clay under Three-Stage Traffic Loads 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024322-1
    Author(s): Meixiang Gu; Xiaocong Cai; Jianlin Qiu; Xiaoyu Zhang; Daolin Han
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a laboratory investigation into the response of stone column–improved soft clay under dynamic traffic load conditions. Six reduced-scale model tests were performed with vertical traffic ...
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    Three-Dimensional DEM Analysis of Axially Loaded Geogrid-Encased Stone Column in Clay Bed 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 003
    Author(s): Meixiang Gu; Jie Han; Minghua Zhao
    Publisher: ASCE
    Abstract: The discrete-element method (DEM) was employed in this study to analyze the micromechanical behavior of an axially loaded geogrid-encased stone column (GESC) installed in a clay bed. A three-dimensional DEM model was ...
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