To explore the mechanical response of anchored rock mass with an interaction of fatigue and
creep, this paper selects the fatigue amplitude and fatigue frequency as influencing factors
to carry out a fatigue-creep experiment of the anchored rock mass. Based on fractional order
theory and binary perturbation theory, a new fractional order creep model is constructed.
The results show that compared with the Burgers model, the newly proposed creep model
can better describe the whole process of creep deformation of the anchored jointed rock mass
under fatigue loading.
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