This paper presents the elastoplastic creep fracture characteristics and bearing stability of rock foundation for wind turbine based on the influence of wind load. Combined with the superstructure-concrete foundation-rock foundation lay load and boundary conditions, the wind load standard value and wind turbine system composition were obtained under normal wind condition, and then the forced vibration model of viscous damping two-degree-of-freedom system was established. Furthermore, the mode characteristics, frequency characteristic equations and the relations of the first and second order natural frequencies were obtained. According to the plastic yield characteristics of power hard rock base material, the analytical expressions of displacement, plastic zone and plastic state of I-II composite crack were obtained by coupling Mohr-Coulomb plastic yield condition and creep fracture characteristics. Simultaneously, the improved nonlinear creep model equation and accelerated creep fracture time were also obtained based on improved Kelvin nonlinear accelerated creep model. Combined with the example, it is verified that the accelerated creep displacement and crack propagation of rock foundation are obvious, considering the wind bracing and creep characteristics of rock foundation. Final, the failure modes of rock-foundation are compressive shear, local shear and bending-shear.It is necessary to timely reinforce the interface of foundation rock foundation.