In?order?to?fully?study?the?slope?bearing?characteristics?of?inclined?mini-pile,?load?transfer?law,?the?relationship?between?different?parameter?variables?and?slope?stability?coefficient,?various?models?were?established?and?analyzed?by?using?numerical?calculation?method?ABAQUS?software.?The?results?show?that?the?distribution?of?inclined? mini-pile?is?approximately?"S"?shaped?distribution,?the?bending?moment?value?is?the?largest?at?the?position?of?1/2?of?the?pile?body?burial?depth,?the?bending?moment?is?distributed?along?both?sides?of?the?pile?body,?and?the?bending? moment?of?the?loaded?section?and?the?anchored?section?is?obvious，?the?soil?pressure?behind?the?pile?is?bell-shaped? distribution,?with?the?increase?of?the?pile?body?burial?depth,?the?soil?pressure?increases?first?and?then?decreases,?and?the?soil?pressure?value?reaches?the?maximum?near?the?slip?surface.?The?stability?coefficient?of?the?slope? reaches?the?maximum?at?3 m?from?the?bottom?of?the?slope,?i.e.?1/3?of?the?slope,?so?in?order?to?make?the?mini-pile?play?a?more effective?slope?protection?effect,?the?mini-pile?should?be?set?at?1/3?to?1/2?of?the?slope?angle，with?the?increase?of?the?tilt?angle?of?the?mini-pile,?the?stability?coefficient?increases?first?and?then?decreases,?reaching?the?maximum?at?the? tilt?angle?of?40 °,?i.e.?nearly? perpendicular?to?the?slope1.449,?the?inclined?pile?body?can?better?enhance?the?overall?stability?of?the?slope,?with?the?increase?of ?the?pile?spacing?slope?stability?coefficient?gradually?decreases,?with?the?increase?of?the?number?of?pile?rows?stability?coefficient? nearly?linear?increase,?under?the?same?conditions,?increase?the?number?of?pile?rows?can?significantly?increase?the?stability?of?the? slope,?to?achieve?the?effect?of?rapid?reinforcement?of?the?slope.