Abstract：The pressure-dispersive anchor cable is gradually applied to domestic rock and soil reinforcement engineering recently because of the advantages of stress uniform distribution in anchorage section and reliable anti-corrosion capability，and it can supply bearing capacity which is several times as high as that provided by tension anchor cable. The load difference of loading body cell can bring disadvantage effect to anchor cable reinforcement. The load non-uniform coefficient of pressure-dispersive anchor cable is discussed and analyzed under conditions of different stretching technologies，and the method to eliminate and decrease the non-uniform load coefficient is discussed. Aiming at different engineering conditions，by adjusting the stretching technology of anchor cable，the load non-uniform coefficient can be reduced greatly，which shows that the pressure-dispersive anchor cable can be used to temporary works and permanent engineering.
