Phyllite　is　affected　by　its　own　bedding,　stress　environment　and　water-saturated　conditions.　There　are　great　differences　in　its　deformation　and　failure　in　engineering,　and　its　creep　characteristics　are　an　important　basis　for　evaluating　the　long-term　stability　of　phyllite　engineering.　Therefore,　this　study　carried　out　creep　tests　of　water-saturated　phyllite　under　different　bedding　angles　and　confining　pressures,　studied　the　coupling　effect　of　factors　that　affect　the　creep　characteristics　of　phyllite,　and　investigated　and　analyzed　the　deformation　characteristics　of　a　phyllite　roadway　support　on　site　to　provide　basic　support　for　phyllite　roadway　mine　disaster　control　and　collaborative　mining　research.　The　results　showed　the　following:　(1)　When　the　bedding　dip　angle　was　30　similar　to　60　degrees,　under　the　control　of　the　bedding,　the　sliding　deformation　along　the　bedding　suddenly　increased　under　the　low-stress　condition　and　the　specimen　did　not　undergo　structural　damage.　It　could　continuously　bear　multi-level　stress　and　generated　creep　deformation.　In　this　case,　a　phyllite　roadway　should　adopt　the　support　method　of　combining　flexibility　and　rigidity.　(2)　In　the　process　of　multi-stage　stress　loading,　the　creep　instantaneous　stress　was　directly　proportional　to　the　initial　stress.　When　the　stress　was　loaded　to　50%　of　the　failure　strength,　the　instantaneous　stress　tended　to　be　stable　and　maintained　a　linear,　slightly　increasing　relationship　with　the　stress.　When　the　bedding　angle　was　3060　degrees,　the　creep　deformation　accounted　for　more　than　50%　of　the　total　deformation.　The　bedding　angles　of　0　degrees　and　90　degrees　were　dominated　by　the　instantaneous　strain　during　the　stress　loading　process.　For　the　flexible　support　of　the　roadway,　the　deformation　caused　by　disturbance　stress　should　be　fully　considered.　(3)　The　uniaxial　creep　specimen　mainly　displayed　compression　shear　tensile　failure,　with　a　small　number　of　parallel　cracks　along　the　main　fracture　surface.　The　triaxial　creep　fracture　mode　changed　to　single　shear　failure.　The　confining　pressure　showed　greater　inhibition　of　the　creep　of　the　specimen　with　a　bedding　inclination　of　0　degrees　and　90　degrees.　The　strength　design　of　the　rigid　support　should　refer　to　the　original　rock　stress　value　of　the　roadway.　The　creep　deformation　and　failure　of　the　specimen　with　a　bedding　inclination　of　30　similar　to　60　degrees　were　mainly　controlled　by　the　bedding.　The　included　angle　between　the　bedding　dip　angle　and　the　maximum　principal　stress　should　be　kept　within　30　similar　to　60　degrees　as　far　as　possible　in　the　roadway　layout.