The　preparation　of　ultra-high　performance　concrete　usually　required　expensive　materials　and　harsh　curing　conditions,　which　limited　its　application　in　engineering　widely.　It　may　be　solved　by　adding　supplementary　cementitious　materials　(fly　ash,　ground　granulated　blast　slag,　silica　fume　and　so　on).　This　paper　is　dedicated　to　determining　the　optimal　mix　ratio　of　UHPC　under　common　preparation　methods　and　raw　materials　and　under　common　maintenance　conditions　to　expand　the　applications　of　UHPC.　The　influence　of　the　ratio　of　water　to　binder,　the　ratio　of　sand　to　binder,　the　content　of　supplementary　cementitious　materials　on　UHPC　slump　spread,　compressive　strength　of　7　days　and　28　days,　apparent　density　and　tensile　strength　of　28　days　were　researched　by　orthogonal　test.　The　results　revealed　that　the　method　of　semi-dry　mixing　could　enhance　the　homogeneity　of　steel　fiber　and　improve　the　rate　of　its　utilization.　When　the　replacement　of　cement　achieved　50%　by　the　supplementary　cementitious　materials,　the　performances　of　UHPC　were　still　guaranteed　and　confirmed.　When　the　ratio　of　sand　to　binder　reached　1.1,　the　ratio　of　water　to　binder　reached　0.17,　ground　granulated　blast　slag　was　25%,　fly　ash　was　10%　and　silica　fume　was　15%,　its　slump　spread　reached　580　mm,　compressive　strength　and　tensile　strength　reached　152.9　MPa　and　14.2　MPa　respectively　in　28　days　under　natural　curing　conditions.　Therefore,　the　UHPC　with　supplementary　cementitious　materials　should　be　considered　as　one　of　the　sustainable　development　and　environmental　protection　materials.