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  1. 1
    Analysis of the Upper Limit of the Stability of High and Steep Slopes Supported by a Combination of Anti-Slip Piles and Reinforced Soil Under the Seismic Effect

    Analysis of the Upper Limit of the Stability of High and Steep Slopes Supported by a Combination of Anti-Slip Piles and Reinforced Soil Under the Seismic Effect by Wei Luo, Gequan Xiao, Zhi Tao, Jingyu Chen, Zhulong Gong, Haifeng Wang

    Published 2025-08-01
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  2. 2
    Nonlinear Stability Analysis of Shallow-Buried Bias Tunnel Based on Failure Mode Improvement

    Nonlinear Stability Analysis of Shallow-Buried Bias Tunnel Based on Failure Mode Improvement by Wei Luo, Gequan Xiao, Zhi Tao, Jingyu Chen, Xi Lu, Haifeng Wang

    Published 2025-03-01
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