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    Expansion of Water Inrush Channel by Water Erosion and Seepage Force 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021121-1
    Author(s): J. Wu; C. Jia; L. W. Zhang
    Publisher: ASCE
    Abstract: Water and mud inrush is a common geological disaster in the construction of karst tunnels. The loss of soil particles in filling-type karst disaster-causing structures is the key factor leading to the expansion of the water ...
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    Effects of Karst Cave Shape on the Stability and Minimum Safety Thickness of Tunnel Surrounding Rock 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021150-1
    Author(s): L. W. Zhang; H. Fu; J. Wu; X. Y. Zhang; D. K. Zhao
    Publisher: ASCE
    Abstract: Karst caves are often encountered during karst tunnel excavation, and the shape of the karst cave has an impact on the stability of the tunnel surrounding rock. This paper focused on the effects of karst cave shape on the ...
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    Effect of Density, Trace Length, Aperture, and Direction Angle on Permeability Performance of Fracture Networks 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author(s): B. Gao; D. D. Pan; Z. H. Xu; L. W. Zhang; S. L. Zhao
    Publisher: ASCE
    Abstract: A fractured rock mass was characterized by strong heterogeneity, discontinuity, and anisotropy. The study of flow in a fractured rock mass was a complex and challenging task. As the main seepage channels of a fractured ...
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