In concrete reinforcement projects conducted in cold regions, freeze-thaw cycles contribute to the deterioration of the 'concrete-rock' interface strength. To examine the characteristics of shear stress and the evolution of damage at the interface of PVA fiber-reinforced concrete and rock under freeze-thaw conditions, a series of freeze-thaw shear tests were performed utilizing a self-developed fully saturated shear apparatus. This experimental approach was complemented by CT and scanning SEM analyses to investigate the structural changes at the interface under varying degrees of freeze-thaw damage. The findings revealed that the ECC-S specimens with PVA fibers exhibited an approximate 17.64 % increase in porosity and a 46.5 % reduction in rock strength after 45 freeze-thaw cycles. In contrast, OC-S specimens without PVA fibers experienced an approximate 10.51 % increase in porosity and a strength reduction of about 22.9 % under identical conditions. Furthermore, the study indicated that as the number of freeze-thaw cycles increased, the strength did not consistently rise with the angle of shear. A threshold was identified at an angle of 45°, beyond which the strength did not exhibit significant increases. This research holds considerable theoretical significance and practical implications for enhancing concrete reinforcement methodologies in cold regions, thereby ensuring the safe and efficient operation of rock engineering projects in such environments.
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