The　workability　and　mechanical　properties　of　basalt　fiber　reactive　powder　concrete　(BFRPC)　were　investigated　by　univariate　analysis.　The　acoustic　emission　(AE)　was　used　as　a　non-destructive　technique　to　reveal　the　damage　characterization　of　concrete　samples　of　varying　basalt　fiber　content.　The　fracture　stages　and　modes　of　specimens　during　flexural　test　were　determined　by　AE　parameters.　The　content　of　silica　fume,　quartz　sand　and　basalt　fiber　of　0.4,　1.3　and　10　kg/m(3),　respectively,　was　found　related　to　optimal　improvements　in　mechanical　strength.　As　for　the　characteristics　of　fracture,　it　was　found　that　the　fiber　content　was　a　significant　determinant,　and　the　key　AE　parameters,　namely,　hits,　energy　and　amplitude,　were　found　related　to　the　damage　stage　of　specimens.　Furthermore,　rise　time　(RA)　and　average　frequency　(AF)　were　found　to　have　opposite　trends　during　loading　while　their　variation　related　to　the　fracture　modes　of　BFRPC.