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    Active Stability Analysis of 3D Shallow Tunnel Face with Longitudinally Inclined Ground Surface Based on Nonlinear Mohr–Coulomb Failure Criterion 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011
    Author(s): Dejian Li; Lianheng Zhao; Xiao Cheng; Fu Huang; Shi Zuo
    Publisher: ASCE
    Abstract: The longitudinally inclined (the tunnel excavation direction) ground surface often appearing at the shallow tunnel entrance and exit zone threatens and reduces the tunnel face stability. However, studies on this stability ...
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    Nonlinear Analysis of Slope Stability Considering Geomaterial Dilatancy 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004:;page 04024029-1
    Author(s): Shihong Hu; Lianheng Zhao; Liang Li; Shi Zuo; Zhouzhou Xie; Nan Qiao
    Publisher: ASCE
    Abstract: Shear dilation occurs during the failure of geomaterials subjected to shear stress. To account for the dilatancy and nonlinearity of geomaterials, a nonlinear upper-bound analysis method was proposed for evaluating the ...
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