Reclaimed　bituminous　mixture　can　be　used　in　new　pavement　after　rejuvenation.　Common　rejuvenation　method　and　reactive　rejuvenation　method　can　be　used　to　restore　the　properties　of　aged　SBS　modified　asphalt(ASMB).　This　work　focused　on　the　recovery　effect　of　fatigue　resistance　for　ASMB　by　different　rejuvenation　methods.　The　effect　of　common　and　reactive　rejuvenation　on　the　fatigue　behavior　of　ASMB　was　investigated　by　multi-stress　creep　and　recovery　test,　linear　amplitude　sweep　test　and　fatigue-healing-fatigue　test.　The　results　show　that,　as　compared　with　common　rejuvenation　method,　reactive　rejuvenation　method　is　more　conducive　to　restoring　the　creep　recovery　rate　and　the　non-recovered　creep　compliance　of　ASMB.　Linear　amplitude　sweep　test　indicates　that　reactive　rejuvenated　ASMB　shows　the　good　fatigue　stress　cracking　resistance,　the　fatigue　life　of　which　at　2.5%　and　5.0%　strain　levels　is　increased　by　30%　and　71%　as　compared　with　that　of　common　rejuvenated　binder.　Meanwhile,　the　self-healing　index　of　reactive　rejuvenated　ASMB　is　also　enhanced　by　28.7%,　which　indicates　its　better　self-healing　potential　and　fatigue　damage　resistance.　Furthermore,　the　fatigue　life　of　SMB　is　reduced　by　77.7%　after　aging,　while　that　of　ASMB　is　extended　by　93.5%　after　common　rejuvenation,　and　the　fatigue　life　of　reactive　rejuvenated　ASMB　is　almost　twice　than　that　of　common　rejuvenated　binder.　It　means　that　reducing　the　adverse　effects　of　aged　asphalt　and　reconstructing　the　broken　SBS　cross-linking　structure　during　rejuvenation　process　of　ASMB　are　all　crucial　for　restoring　its　fatigue　resistance.