In　order　to　study　the　influence　of　different　factors　on　the　early　strength　of　the　cold　recycled　emulsified　asphalt　mixtures,　16　different　types　of　cold　recycled　mixtures　were　designed　and　produced,　which　were　combined　with　different　cement　content,　water　content,　and　cement-water　ratio.　The　indirect　tensile　strength　(IDT),　compressive　strength　(UCS),　tensile　strength　at　15　&　DEG;C　(TS),　and　indirect　tensile　strength　ratio　(ITSR)　tests　were　used　to　test　the　early　strength　of　the　cold　recycled　mixture.　The　variance　analysis　method　was　utilized　to　analyze　the　influence　of　the　single　factor　on　the　early　strength　of　the　cold　recycled　mixture.　The　results　show　that　appropriate　cement-water　ratio　content　can　effectively　improve　the　early　strength　of　cold　recycled　mixtures.　According　to　the　Spearman　correlation　coefficient　and　comparison　of　each　evaluation　indicator,　IDT　and　ITSR　are　significantly　affected　by　various　factors,　and　the　results　are　relatively　stable　and　well-differentiated,　which　is　recommended　as　indicators　of　early　strength　evaluation.　Cement-water　ratio　is　recommended　as　the　main　control　factor　to　control　the　early　strength　of　the　cold　recycled　emulsified　asphalt　mixtures.　The　optimal　cement-water　ratio　ranges　from　0.6　to　1.0,　while　the　cement　content　is　controlled　from　1.2%　to　1.5%　and　the　water　content　from　3.8%　to　4.3%.　This　study　is　of　great　significance　for　promoting　the　design　of　emulsified　asphalt　cold　regenerative　mixture　with　cement-water　ratio　and　improving　and　accelerating　its　early　strength　development.