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    A Modified Wedge-Prism Model for Calculating the Limit Support Pressure of a Shallow Shield Tunnel Face in Unsaturated Sandy Soil 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010:;page 04024233-1
    Author(s): Yun Zhao; Zhongfang Yang; Zhanglong Chen; Daosheng Ling
    Publisher: American Society of Civil Engineers
    Abstract: The limit support pressure significantly influences the stability of the shield tunnel face and deformation control during tunneling. Current research predominantly focuses on soils under dried or saturated conditions. ...
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