In　order　to　study　the　influence　of　various　factors　on　the　road　performance　of　cement-stabilized　cold　recycled　mixtures　and　to　reveal　their　micro-mechanisms,　this　paper　controlled　key　parameters　such　as　the　proportion　of　new　aggregate　replacement,　molding　method,　compaction　work　and　content　of　waste　asphalt　mixtures,　and　conducted　an　in-depth　analysis　of　the　unconfined　compressive　strength　and　splitting　strength　of　cement-stabilized　cold　recycled　mixtures.　By　scanning　electron　microscope　technique,　the　authors　carried　out　microscopic　observation　on　the　interfacial　transition　zone　of　cement-water-stabilized　layer　aggregates　and　explored　the　strength　formation　mechanism　of　cement-stabilized　cold　recycled　mixtures.　The　results　show　that　the　strengthening　effect　of　the　new　aggregate　becomes　evident　with　the　increase　of　cement　dosage.　Higher　dosage　of　the　new　aggregate　can　significantly　enhance　the　strength　of　the　specimen　in　the　later　stage.　Vibration　molding　or　the　addition　of　compaction　function　enhance　the　densification　and　resistance　properties　of　the　mixtures.　In　addition,　microscopic　observation　reveals　that　the　cement-new　aggregate　interface　primarily　consists　of　dense　reticulated　calcium　silicate　with　good　bonding　strength.　On　the　other　hand,　the　cement-old　aggregate　interface　exhibits　a　loose　structure,　with　the　porous　hydration　products　being　the　main　factor　inhibiting　the　performance　of　the　mixture.　©　2025,　Harbin　Institute　of　Technology.　All　rights　reserved.