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    Stability of Asymmetric Parallel Tunnels in Cohesive-Frictional Soils 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023256-1
    Author(s): Yao Xiao; Zhouyang Cheng; Zhenkun Hou; Rui Zhang
    Publisher: ASCE
    Abstract: In this paper, finite-element limit analysis (FELA) in conjunction with nonlinear programming was developed and applied to evaluate the stability of asymmetric parallel circular tunnels in cohesive-frictional soils subjected ...
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    Coupled Plasticity and Damage Constitutive Model Considering Residual Shear Strength for Shales 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author(s): Shuqi Ma; Marte Gutierrez; Zhenkun Hou
    Publisher: ASCE
    Abstract: Shales are the most common materials on the Earth's surface that are frequently encountered in various energy, environmental, and engineering applications. Numerically predicting the mechanical behavior of shales is of ...
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    New Instability Criterion for Stability Analysis of Homogeneous Slopes with Double Strength Reduction 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Hongwei Fang; Yohchia Frank Chen; Guowen Xu; Zhenkun Hou; Jianxun Wu
    Publisher: ASCE
    Abstract: A new instability criterion based on the critical slope concept and the double strength reduction is proposed to evaluate the stability of slopes. In this method, the critical slope contour is determined by the slip-line ...
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    Experimental Study of the Bearing Characteristics of a Novel Energy-Saving and Environmentally Friendly Pile: Drilling with Prestressed Concrete Pipe Cased Piles 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 004:;page 04024035-1
    Author(s): Zhenkun Hou; Yupeng Liu; Zejun Han; Mengxiong Tang; Xing Gong; Dingli Su; Lei Wang
    Publisher: ASCE
    Abstract: Drilling with prestressed concrete pipe cased piles (DPC piles) introduces a novel methodology in the domains of energy conservation and environmental protection, utilizing nondisturbed, high-strength, prestressed concrete ...
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