28　sealed　and　28　unsealed　self-compacting　concrete(SCC)　and　normal　concrete(NC)　specimens　were　tested　to　investigate　the　characteristics　of　basic　and　drying　creep　of　SCC.　Based　on　the　test,　the　comparison　on　creep　between　SCC　and　NC　were　performed.　The　experimental　results　indicate　that　the　drying　creep　of　SCC　takes　larger　proportion　in　total　creep　and　the　creep　of　SCC　decreases　with　the　increasing　water　to　binder　ratio(W/B).　Comparison　between　SCC　and　NC　shows　that　the　creep　rate　of　SCC　is　larger　than　that　of　NC　at　early　age.　With　the　increasing　age　the　rate　of　creep　of　SCC　decreases　more　than　NC.　According　to　the　experimental　data,　the　hyperbolic　power　formula　is　proposed　for　the　prediction　of　the　creep　of　SCC.