This　paper　presents　an　investigation　on　the　influences　of　clay　brick　particles　on　the　performance　of　cement　stabilized　recycled　aggregate　as　pavement　base.　The　comparative　tests　of　unconfined　compressive　strength,　compressive　modulus　of　resilience,　frost　resistance,　scouring　resistance,　drying　shrinkage　and　temperature　shrinkage　of　6　kinds　of　mixtures　with　different　coarse　and　fine　clay　brick　particle　contents　were　carried　out.　Test　results　showed　that　the　unconfined　compressive　strength　of　cement　stabilized　recycled　aggregate　was　compromised　by　the　clay　brick　particles,　especially　the　lateral　strength.　The　coarse　clay　brick　particles　had　little　influence　on　the　compressive　resilience　modulus　of　the　mixture,　while　the　fine　clay　brick　particles　could　significantly　increase　it.　The　frost　resistance　of　the　mixture　increased　first　and　then　slightly　decreased　with　the　increase　of　the　content　of　coarse　clay　brick　particle,　while　it　increased　with　the　increase　of　fine　particle　content.　The　scoured　mass　loss　increased　with　the　increase　of　coarse　clay　brick　particle　content.　However,　it　is　discovered　that　the　fine　clay　brick　particles　had　almost　no　influences　on　the　scoured　mass　loss.　The　addition　of　both　coarse　and　fine　clay　brick　particles　could　decrease　the　drying　shrinkage　of　the　mixture　at　early　construction　stage.　The　temperature　shrinkage　performance　of　the　mixture　was　not　so　sensitive　to　the　addition　of　clay　brick　particles.　Generally,　the　cement　stabilized　recycled　aggregate　with　clay　brick　particles　could　meet　the　requirements　of　the　pavement　base　in　many　cases　but　it　needs　to　be　optimized　in　application　with　consideration　of　the　load　and　climate　conditions.