To investigate fracture effects on deep tunnel stability and optimize grouting
strategies, rock-like specimens with seven through-going fracture configurations
(varying location and dip angle) were prepared using cement mortar and
tested under uniaxial compression integrated with digital image correlation
(DIC) and acoustic emission (AE) techniques. Sidewall specimens containing
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inclined fractures were grouted with fly ash, ultra-fine cement, or epoxy resin. A 3D
finite element model was established using ABAQUS to simulate stress and
displacement field evolution. Results show that fractures in high-stress zones
aligned with loading significantly reduce peak strength and induce severe
tensile-shear composite failure. Grouting effectively enhances load-bearing capacity;
epoxy resin best suppresses tensile crack initiation and increases shear crack
proportion. Spalling mass positively correlates with unfavorable fracture
geometry; grouting markedly reduces spalling, with stronger adhesives producing
finer fragments. This study provides experimental evidence and technical
guidance for stability control and grouting optimization in fractured tunnel
rock.