The chemical corrosion environment significantly affects the mechanical properties and fissure evolution of fissured rocks, which is vital for understanding rock mass instability and ensuring the safety of underground engineering projects. Uniaxial compression tests on double-fissured rocks with varying fissure thicknesses under chemical corrosion were conducted to analyze mechanical behavior in different chemical environments. Particle flow simulation software (PFC2D) and acoustic emission technology were used to study fissure evolution, acoustic emission, and damage characteristics. The results show that, for a given fissure thickness, higher acid concentrations reduce peak stress and compressive strength. At constant pH values, smaller fissure thicknesses lead to higher peak stress and compressive strength. The elastic modulus follows a “V”-shaped trend with changes in chemical environment and fissure thickness. Tensile failure is the primary failure mode, with shear failure occurring secondarily. As fissure thickness increases, failure shifts from tensile wing cracks to reverse tensile wing cracks. In acidic environments, the damage variable (D) increases with factors such as acid concentration, exposure time, and mineral composition. Larger fissure thicknesses intensify stress concentration, accelerating crack propagation and reducing strength and modulus. This study provides insights for mitigating safety risks in underground rock mass engineering.
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