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    A Novel Mesoscale Methodology for Predicting Frozen Wall Development Considering Groundwater Seepage 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005:;page 04026062-1
    Author(s): Huang, Xianwen; Chen, Xiangsheng; Chen, Yu; Chen, Weibin; Yao, Zhishu; Jin, Rencai
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Artificial ground freezing (AGF) is widely applied in tunneling projects in highly permeable strata to form impermeable frozen walls and ensure construction safety. However, accurately predicting frozen wall ...
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    Influence of Failure Mechanisms on Probabilistic Stability in Embankments Supported by Deep Mixing Columns with Spatial Variability in Column Strength 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009:;page 04025189-1
    Author(s): Zheng, Gang; Lv, Lei; Yu, Xiaoxuan; Zhou, Haizuo; Li, Fengwei; Huang, Xianwen
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Deep mixing (DM) columns are extensively employed to reinforce soft soil foundations. However, the strength of these columns exhibits significant spatial variability due to inhomogeneities in the mixing process ...
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    Stochastic Stability and Failure Mechanism of Embankments Supported by Deep Mixing Columns Considering Anisotropic Spatial Variability in Clay Shear Strength 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011:;page 04025235-1
    Author(s): Zheng, Gang; Lv, Lei; Yu, Xiaoxuan; Zhou, Haizuo; Huang, Xianwen
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Deep mixing (DM) columns are widely used to enhance soft soil beneath embankments. These columns are subject to vertical compression and horizontal pressure, developing multiple failure mechanisms, including ...
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