Understanding　the　micro-mechanism　of　brittle　creep　in　saturated　rocks　and　studying　their　mechanical　behaviors　after　creep　damage　are　of　great　significance　to　the　design　of　rock　engineering　and　the　prediction　of　the　long-term　evolution　of　the　Earth＇s　crust.　In　this　study,　we　first　performed　a　series　of　uniaxial　creep　tests　with　different　creep　stage　cut-offs　on　saturated　intact　sandstones.　The　brittle　creep　mechanism　of　the　specimens　was　explored　microscopically　by　analyzing　P-wave　velocity,　acoustic　emission　(AE),　and　nuclear　magnetic　resonance　(NMR)　measurements.　Then,　specimens　with　different　degrees　of　creep　damage　were　subjected　to　a　secondary　shortterm　loading　test　or　creep　test,　and　their　short-　and　long-term　mechanical　behaviors,　together　with　AE　monitoring,　were　systematically　investigated.　The　experimental　results　show　that　(1)　the　anisotropy　of　the　specimens　increases　significantly　during　creep,　with　the　axial　and　lateral　P-wave　velocities　exhibiting　a　difference　of　30%　at　the　onset　of　tertiary　creep.　(2)　The　tensile　cracks　dominate　the　transient　creep　stage　and　the　early　part　of　the　steady　creep　stage,　while　the　shear　cracks　dominate　thereafter.　(3)　The　porosities　of　the　specimens　increase　with　the　loading　stages,　and　the　porosity　increments　corresponding　to　small　pores　are　greater　than　those　corresponding　to　large　pores,　for　all　creep　stages.　(4)　Specimens　with　different　degrees　of　creep　damage　show　greater　deformability,　and　their　short-term　and　creep　mechanical　parameters,　except　for　uniaxial　strength,　change　dramatically.　(5)　The　AE　characteristics　of　creep-damaged　specimens　differ　significantly　from　those　of　intact　specimens,　and　the　Kaiser　stress　memory　effect　was　observed　during　reloading,　with　the　memory　stress　being　the　previous　creep　stress.