The　quality　of　grouted　sleeve　has　a　significant　influence　on　the　performance　of　the　sleeve　splice.　Incompactness　of　the　infilled　grout　is　inevitable　in　sleeve　grouting.　To　investigate　the　tensile　behavior　of　grouted　splice　sleeves　due　to　different　grout　compactness,　monotonic　tensile　tests　on　grouted　splice　sleeve　connectors　were　performed　at　grout　compactness　of　100%,　90%,　70%,　and　50%,　respectively.　The　bond-slip　analytical　model　of　rebar-grout　was　deduced　by　fitting　the　tensile　test　data,　and　the　formula　for　the　tensile　capacity　of　the　grouted　splice　sleeve　was　proposed　in　the　paper.　The　results　show　that　the　tensile　strength　of　the　splice　sleeve　reduces　as　the　grout　compactness　decreases.　It　was　found　from　the　experiment　that　the　calculated　values　of　tensile　capacity　are　in　good　agreement　with　the　experimental　values.　The　proposed　formula　can　be　adopted　in　determining　whether　reinforcing　remedies　or　re-grouting　should　be　taken　in　the　case　of　incompact　grout　in　grouted　splice　sleeve　connectors.