The　impact　of　temperature　on　the　deformation　properties　of　the　unbound　granular　materials　(UGMs)　blended　with　reclaimed　asphalt　pavement　(RAP)　and　virgin　aggregates　was　investigated　based　on　the　single-stage　repeated　load　triaxial　(RLT)　tests.　Three　types　of　the　UGMs　containing　RAP　(RAP-UGMs)　as　well　as　the　UGMs　of　neat　virgin　aggregates　(VA-UGMs)　were　tested　at　the　temperatures　of　40　degrees　C,　22　degrees　C,　and　5　degrees　C.　Then,　the　permanent　strain　and　resilient　strain　of　the　UGMs　with　and　without　RAP　at　different　temperatures　were　fitted　using　the　Tseng-Lytton　model　and　a　model　proposed　in　this　paper　respectively.　It　was　found　that　the　rutting　potential　of　UGMs　can　be　lowered　to　some　extent　by　using　fine　RAP　in　an　appropriate　amount　which　could　be　attributed　to　the　enhancement　of　cohesion　due　to　the　presence　of　asphalt　in　the　fine　particles.　Generally,　the　addition　of　fine　RAP　has　small　effect　on　the　stable　resilient　strain　of　UGM.　The　rutting　potential　of　both　RAP-UGMs　and　VA-UGMs　is　significantly　sensitive　to　temperature.　To　some　extent,　that　of　the　VA-UGMs　is　slightly　more　sensitive　than　that　of　the　UGMs　containing　fine　RAP.　However,　the　stable　resilient　strain　of　all　the　UGMs　is　almost　not　impacted　by　temperature.　(C)　2018　Elsevier　Ltd.　All　rights　reserved.