It　is　known　that　the　strength　and　stiffness　of　unbound　base　and　subbase　layers　prepared　with　recycled　concrete　aggregates　(RCA)　increase　over　time,　known　as　self-cementing　properties　of　RCA.　However,　the　influence　of　self-cementing　properties　on　the　permanent　and　resilient　deformation　behavior　has　not　been　thoroughly　studied.　In　this　study,　the　permanent　and　resilient　deformation　behavior　of　two　RCA,　ORCA　and　NRCA　(old　and　fresh　crushed　RCA),　after　different　curing　times　(1,　180,　360,　and　720　days),　were　investigated　by　conducting　a　series　of　repeated　load　triaxial　tests.　The　results　show　that　the　permanent　deformation　of　NRCA,　crushed　recently,　decreases　to　a　negligible　value　after　curing　180　days,　and　then　reaches　a　constant　value.　While　the　resilient　modulus　of　NRCA　increases　steadily　with　curing　time　till　the　studied　curing　time　(720　days).　Besides,　the　long-term　storage　reduces　the　self-cementing　properties　of　ORCA.　As　a　result,　the　negligible　self-cementing　properties　have　no　influence　on　the　permanent　and　resilient　deformation　behavior　of　ORCA.