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    Macro- and Micromechanical Behaviors and Energy Variation of Sandstone under Different Unloading Stress Paths with DEM 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 008:;page 04021127-1
    Author(s): Chong Shi; Junxiong Yang; Weijiang Chu; Hui Tang; Yiping Zhang
    Publisher: ASCE
    Abstract: Various mechanical responses of rocks under a complex stress state have attracted the attention of engineers. A hollow cylinder torsional apparatus (HCA) was constructed using the discrete element method (DEM). A series ...
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    Bubble Growth and Release in Sediments during Water Level Drop: A Growth Model of Isolated Bubbles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024018-1
    Author(s): Yongjin Chen; Mengxian Hu; Yixuan Hou; Zhao Jin; Xinzhe Que; Yongchao Zhou; Yiping Zhang
    Publisher: ASCE
    Abstract: Methane and other gases released from soft sediments are among the main sources of greenhouse gases in the atmosphere. In this paper, a growth model for isolated bubbles in the sediments was established based on the theory ...
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    Application of Discrete-Element Numerical Simulation for Calculating the Stability of Dangerous Rock Mass: A Case Study 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 012
    Author(s): Chong Shi; Bo Yang; Yiping Zhang; Junxiong Yang
    Publisher: ASCE
    Abstract: An unstable rock mass is a common geological hazard in water conservancy and hydropower engineering in southwest China. The mechanical properties of a rock mass joint and the internal and external physical environment are ...
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    Physical Modeling on Sand Erosion around Defective Sewer Pipes under the Influence of Groundwater 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Shuai Guo; Yu Shao; Tuqiao Zhang; David. Z. Zhu; Yiping Zhang
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies soil-erosion problem around cracked sewer pipes, which is usually associated with groundwater infiltration in sewer systems. Four factors (soil-particle size, defect size, water head, and soil height) ...
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    Numerical Study of Zonal Disintegration within a Rock Mass around a Deep Excavated Tunnel 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 004
    Author(s): Yujun Zuo; Tao Xu; Yongbin Zhang; Yiping Zhang; Shucai Li; Gaofeng Zhao; Chunchun Chen
    Publisher: American Society of Civil Engineers
    Abstract: Zonal disintegration around a deep excavated tunnel is a characteristic of the rock mass intense fracturing phenomenon. In this paper, three-dimensional numerical tests on the failure processes of rock samples containing ...
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