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    Experimental Investigation on Mass Loss Characteristics of Broken Rocks with Discontinuous Gradation 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021168-1
    Author(s): Yingchao Wang; Fan Chen; Xiaozhao Li; Xin Yin; Fan Geng; Shunhua Zheng
    Publisher: ASCE
    Abstract: This study mainly focuses on the transport process of broken rocks in geological fractures, faults, and karst conduits. Because previous research mainly focused on the influencing factors of adverse geological conditions, ...
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    Experimental and Theoretical Study on the Stratum Cavity Collapse Induced by Water and Sand Leakage in Subway Tunnels 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005:;page 04024079-1
    Author(s): Fan Chen; Yingchao Wang; Chen Liang; Zhengguo Zhu
    Publisher: ASCE
    Abstract: Stratum cavity collapse induced by water and sand leakage in a subway tunnel is a sudden urban geological disaster, which can cause serious casualties and economic losses. In response to the hazards of stratum cavity ...
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    Effect of a Fault Fracture Zone on the Stability of Tunnel-Surrounding Rock 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 006
    Author(s): Yingchao Wang; Hongwen Jing; Haijian Su; Jiangyue Xie
    Publisher: American Society of Civil Engineers
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    Elastoplastic Coupling Solution of Circular Openings in Strain-Softening Rock Mass Considering Pressure-Dependent Effect 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 001
    Author(s): Qiang Zhang; Chuanhu Zhang; Binsong Jiang; Ning Li; Yingchao Wang
    Publisher: American Society of Civil Engineers
    Abstract: Rock-like materials generally manifest both strain-softening and pressure-dependent effects. The critical plastic strain corresponding to the residual state also increases with the confining pressure. In this case, all of ...
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    Experimental Investigation on Shear Behavior of Intact Sandstones under Constant Normal Stiffness Conditions 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 002:;page 04020259
    Author(s): Bo Meng; Hongwen Jing; Shengqi Yang; Yingjie Wu; Yingchao Wang; Yanhua Huang
    Publisher: ASCE
    Abstract: The shear behavior of intact cubic sandstones was studied under constant normal stiffness (CNS) conditions using self-designed equipment. A series of direct shear tests on intact sandstone blocks was conducted with initial ...
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