The promotion of recycled aggregate concrete (RAC) can effectively reduce carbon emissions from the construction industry and increase the recycling rate of waste concrete. Owing to the significantly higher creep of RAC than that of natural aggregate concrete (NAC), the accurate prediction of long-term RAC creep deformation is vital. Therefore, a predictive model for RAC is investigated in this study. A creep database of RAC with 106 groups of 1309 experimental data points considering 15 influencing parameters is established. Furthermore, back-propagation neural network (BPNN) and support vector machine (SVM) models are adopted to process and predict data. The accuracies of the prediction of the existing RAC creep, BPNN, and SVM models are comparatively analyzed. The results reveal that for the prediction of RAC creep, the BPNN and SVM models are more accurate than the existing RAC creep model. Finally, the extended parameters of the model are analyzed based on the BPNN model to further clarify the effects of the recycled coarse aggregate (RCA) replacement ratio, RCA residual mortar content, and RAC strength on the creep properties of RAC.creep model, machine learning, recycled aggregate concrete Abbreviations: a/c, aggregate-to-cement ratio of the RAC; ANN, artificial neural network; BPNN, back-propagation neural network; E NAC , elastic moduli of NAC, MPa; E RAC , elastic moduli of RAC, MPa; f, ratio of fine aggregates (<4. 8 mm) to total aggregates; f c , concrete compressive strength, MPa; ITZ, interfacial transition zone; n, sustained stress level in concrete; NAC, natural aggregate concrete; NCA, natural coarse aggregate; r, replacement ratio of RCA in RAC; RAC, recycled aggregate concrete; RCA, recycled coarse aggregate; RH, relative humidity; RMC, residual mortar content of RCA; R NCA , replacement ratio of NCA in RAC; S, slump, mm; SVM, support vector machine; t, time, representing the age of concrete in days; t', age when drying begins, in days (only t 0 < t' is considered); t 0 , age at loading, in days; V/S, volume-to-surface ratio of RAC, mm; w/c, waterto-cement ratio of the RAC; w or /c or , water-to-cement ratio of source concrete used to produce RCA; φ(t,τ), creep coefficient of RAC.Discussion on this paper must be submitted within two months of the print publication. The discussion will then be published in print, along with the authors' closure, if any, approximately nine months after the print publication.