This work studied the creep characteristics of sandstone under high-frequency disturbance. The Nuclear magnetic resonance (NMR) technology was used to investigate the characteristics of pore changes in sandstone before and after disturbance creep. Quantitative analysis was conducted on the transverse relaxation time (T2) distribution, changes in porosity, and percentage changes in macropores (T2 > 10 ms) and micropores (T2 < 10 ms). Moreover, the variation characteristics of creep strain before and after disturbance creep, as well as the corresponding changes in steady-state creep strain and creep strain rate after each disturbance, were also studied. The experimental results first showed that the creep behavior and stress disturbance both promoted the increase of sandstone porosity. The larger the loading ratio, the more significant the impact of stress disturbance on porosity changes. Second, during the disturbance creep process, the percentage change of macropores was consistent with the change of porosity. Third, the steady-state creep strain and creep strain rate after each disturbance increase with the increase of loading ratio, while the steady-state creep strain and creep strain rate after each disturbance decrease with the increase of disturbance frequency. Final, a positive correlation between creep strain and porosity increment was found. The study can provide theoretical support for the stability analysis of surrounding rock and mine safety protection under high-intensity mining.