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    Semianalytical Analysis of Overexcavation and Critical Support Pressure for Support Design in TBM Tunneling through Squeezing Rock Condition 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021097-1
    Author(s): Lan Cui; Qian Sheng; You-Kou Dong; Ming-Xing Xie; Jue-Hao Huang
    Publisher: ASCE
    Abstract: Support damage is a typical hazard scenario associated with tunnel boring machine (TBM) drives in the squeezing rock condition. The stress release of the rock mass and the improvement of the support capacity are two effective ...
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