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    Limit equilibrium models for passive failure of a large-diameter shield tunnel face in reinforced soft clay

    For the excavation of a shallow tunnel in soft soil, the controllable range of the support pressure is narrow due to the small area of overburdened earth pressure, and passive failure of the tunnel face can be...

    Qilong Song, Dong Su, Qiu**g Pan, Wenlong Han, **angsheng Chen in Acta Geotechnica (2024)