This　study　investigates　the　bonding　behavior　of　high-strength　reinforcement　of　hot-rolled　ribbed　bar　(HRB)　600　in　ultra-high　performance　glass　sand　concrete　(UHPGC)　by　pull-out　and　acoustic　emission　(AE)　tests.　Fifty-four　specimens　were　designed　for　the　pull-out　tests　through　taking　into　account　the　feature　parameters　including　rebar　diameters　(16,　18,　20,　22　mm),　embedded　lengths　(3d,　4d,　5d,　6d)　and　curing　time　(28,　100　and　300　days).　The　results　showed　all　specimens　exhibited　splitting　pull-out　failure　(SP)　mode.　Bond　strength　decreased　by　35%　with　the　embedded　length　increasing　from　3d　to　6d;　while　it　decreased　by　17%　as　the　rebar　diameter　increased　from　16　to　22　mm.　Meanwhile,　a　good　correlation　between　bond-slip　curve　and　variation　of　AE　parameters　was　verified　and　illustrated.　The　bond-slip　process　between　UHPGC　and　HRB　600　rebar　can　be　categorized　into　five　main　phases　based　on　cumulative　AE　hits　and　signal　duration.　Through　the　analysis　of　AE　parameters　including　energy,　rise　time/peak　amplitude　(RA)-average　frequency　(AF)　and　b-value,　it　was　found　that　different　embedded　lengths　exhibited　distinct　failure　modes:　during　the　process　of　damage　evolution,　the　long-embedded　model　plays　a　more　prominent　role　in　the　development　of　shear　cracks.　The　AE　activity　and　loading　force　strongly　correlate　with　each　other,　and　various　AE　signals　reflect　different　active　fracture　mechanisms.