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Experimental and numerical simulation assessment of fracture evolution and tensile strength recovery in Grout-reinforced fractured surrounding rocks
Abstract The surrounding rock around deep underground excavations generally contains fractures and joints that significantly reduce mechanical integrity, particularly in zones where excavation-induced unloading, stress rotation, and anisotropic deformation generate tensile stress concentrations. These tensile regimes govern crack initiation, fracture propagation, spalling, and progressive instability around tunnels, caverns, mines, and wellbores.
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