Fibers　have　been　commonly　used　to　enhance　the　cracking　resistance　of　asphalt　mixtures.　However,　the　reinforcing　actions　of　different　fibers　have　presented　diverse　effects.　Therefore,　three　kinds　of　fibers,　including　glass　fibers,　basalt　fibers　and　steel　fibers,　were　selected　to　investigate　their　influences　on　the　low　temperature　properties　and　cracking　resistance　of　asphalt　mixtures　in　this　paper.　Indirect　tensile　testing　(IDT)　was　conducted　to　obtain　basic　properties　such　as　the　Poisson＇s　ratio　and　moduli.　The　digital　image　correlation　(DIC)　technique　was　employed　to　measure　the　deformation　and　strain.　The　crack　inhibition　action　was　evaluated　by　the　failure　time.　The　results　showed　that　the　fiber　type　has　no　influence　on　the　Poisson＇s　ratio　of　the　mixture.　However,　the　addition　of　fibers　remarkably　affects　the　mixture　modulus.　The　modulus　and　ultimate　tensile　strength　of　the　reinforced　mixture　decline　after　the　addition　of　fibers.　The　gaps　between　the　compressive　and　tensile　moduli　are　also　increased　by　the　addition　of　fibers.　Moreover,　the　addition　of　fibers　not　only　substantially　improves　the　mixture　ductility　but　also　delays　the　fracture　process.　The　fiber　reinforced　asphalt　concrete　(FRAC)　presents　a　higher　fracture　energy　(FE)　and　dissipated　creep　strain　energy　(DCSE)　than　that　of　the　control　concrete.　Among　the　selected　fibers,　basalt　fibers　exhibit　optimal　crack　resistance　performance,　while　steel　fibers　are　not　recommended　due　to　their　smooth　appearance.