Based　on　the　analysis　of　the　hydration　curve　of　self-compacting　concrete　(SCC),　the　closed　form　solutions　for　the　integral　equations　about　basic　creep　of　viscoelastic　parts　of　SCC　are　derived　by　using　the　exponential　formulation　to　express　the　″solidification　degree″　of　aging　concrete.　The　theoretical　formulas　for　predicting　the　basic　creep　of　whole　SCC　from　its　composition　and　the　properties　of　constituents　are　deduced.　The　model　is　calibrated　by　experimental　data　from　creep　and　adiabatic　temperature　rise　tests,　and　the　results　indicate　that　the　model　presented　in　this　study　can　calculate　the　basic　creep　of　SCC　excellently.