Layered　phyllite　excavation　works　show　very　strong　creep　behavior　when　encountering　water,　and　the　creep　characteristics　are　greatly　affected　by　bedding　and　the　stress　environment.　Therefore,　a　creep　test　of　saturated　phyllite　is　carried　out　to　study　the　creep　characteristics　of　saturated　phyllite　under　different　bedding　and　confining　pressure　conditions,　establish　a　creep　constitutive　model　that　can　accurately　express　the　coupling　relationship　between　various　factors,　and　reveal　the　coupling　effect　of　the　bedding　and　confining　pressure　on　the　creep　of　saturated　phyllite.　The　results　show　that　(1)　in　the　case　of　uniaxial　compression　creep,　the　relationship　between　parameter　E1　and　bedding　dip　angle　β　shows　a　“U”-type　relationship,　and　E2,　E3,　η1,　and　η2　all　have　a　“W”-type　relationship　with　the　bedding　dip　angle.　(2)　During　triaxial　compression　creep,　E1,　E2,　E3,　η1,　and　η2　exhibit　a　bedding　dip　angle　β　in　a　“U”　shape;　as　the　bedding　angle　gradually　increases　from　0°　to　90°,　the　creep　parameters　all　show　a　law　of　first　decreasing　(reaching　the　minimum　when　the　bedding　angle　is　45°)　and　then　increasing.　(3)　When　the　confining　pressure　is　15　MPa　and　the　bedding　angle　is　0°　and　90°,　the　triaxial　creep　fitting　parameters　are　geometrically　multiplied　compared　with　the　uniaxial　creep　parameters　with　the　same　inclination,　which　indicates　that　the　confining　pressure　has　an　inhibitory　effect　on　the　creep　of　the　bedding　angle　of　0°　and　90°,　while　the　bedding　angle　of　30°∼60°　has　a　small　increase　in　the　creep　fitting　parameters,　and　its　deformation　and　damage　are　mainly　controlled　by　the　bedding.　(4)　The　uniaxial　and　triaxial　creep　simulation　results　of　the　FLAC3D　constitutive　model　are　in　good　agreement　with　the　test　results,　which　verifies　that　the　secondary　development　of　the　creep　constitutive　model　is　successful　and　reliable.　©　2025　The　Authors.　Published　by　American　Chemical　Society.