Comparative Analysis of Roadway Reinforcement Effects Based on Fluid-Solid Coupling in the Fractured Zone of Water-Rich Fault

<div>The maximum displacement’s change of the roadway surface with the progress of the working face excavation: (a) shed supporting and (b) bolt-grouting supporting.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Comparative Analysis of Roadway Reinforcement Effects Based on Fluid-Solid Coupling in the Fractured Zone of Water-Rich Fault 