With　the　development　of　the　construction　technique　of　cast-in-place　piles　with　vibratory　sleeves　driving,　the　cast-in-place　piles　have　been　widely　used　in　construction　engineering.　But　the　researches　on　the　penetration　mechanism　of　sleeve　for　cast-in-place　piles　installed　by　vibratory　driving　are　still　not　complete,　especially　the　ground　vibration　due　to　sleeve　driving.　The　paper　presents　a　finite　element　and　infinite　element　coupling　model　for　full　penetration　process　of　sleeve　installed　by　vibratory　driving,　and　investigates　in　detail　the　rule　and　construction　safety　distance　of　ground　vibration.　The　orthogonal　finite　element　method　is　used　to　evaluate　the　influence　of　each　factor　on　the　construction　safety　distance　by　orthogonal　test　and　numerical　simulation.　The　results　indicate　that　the　ground　vibrates　horizontally　in　sleeve　penetration.　The　horizontal　peak　velocity　at　the　ground　surface　does　not　occur　until　the　sleeve　toe　is　on　the　ground　surface.　As　the　sleeve　penetrates　into　the　ground,　the　horizontal　peak　velocity　occurs　at　a　critical　depth　of　vibration.　And　the　horizontal　peak　velocity　at　the　ground　surface　exponentially　decays　with　the　increasing　of　radial　distances.　Construction　safety　distance　increases　with　the　increase　of　dynamical　load　amplitude,　soil-sleeve　friction,　and　decreases　with　the　increase　of　vibration　frequency,　soil　elastic　modulus.　Furthermore,　the　influence　of　isolation　trench＇s　filling　material,　depth　and　width　on　the　damping　effect　are　investigated.　The　results　show　that　damping　effect　of　open　isolation　trench　is　the　best.　The　depth　of　the　isolation　trench　has　vital　effect　on　the　damping　effect　while　the　width　has　little　effect.　©　2017,　Science　Press.　All　right　reserved.