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    Coupled Analytical Method for Braced Excavation Based on the Pasternak Foundation Model and Nonlinear <i>p</i>&#x2013;<i>y</i> Curve Model 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 009:;page 04024180-1
    Author(s): Meng Han; Xiangsheng Chen; Jinqing Jia; Bingxiong Tu
    Publisher: American Society of Civil Engineers
    Abstract: Accurate prediction of excavation deformation and stress affects the safety of excavation engineering and the surrounding environment. However, the traditional calculation method ignores the influence of soil shear action ...
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    Improved Analytical Method for Stabilizing Piles in Loess Slope Considering Nonlinear Pile–Soil Interactions 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003:;page 04024002-1
    Author(s): Meng Han; Jinqing Jia; Zhe Li; Zhenguo Zhu; Bingxiong Tu; Lulu Liu
    Publisher: ASCE
    Abstract: In loess slopes, landslides are easily caused by rainfall and can be prevented by using retaining structures of stabilizing piles. This paper investigated the deformation and mechanical behaviors of the cantilever and fully ...
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