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    Analysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011:;page 04025236-1
    Author(s): Song, Qiyu; Zhang, Mengxi; Wu, Huiming
    Publisher: American Society of Civil Engineers
    Abstract: Abstract On the basis of silo theory, the limit equilibrium method, and the soil arch effect, an irregular inverted truncated pyramid wedge body model is proposed to address asymmetric jacking force and overexcavation ...
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