Snow　and　ice　on　the　pavement　surfaces　in　winter　seriously　threaten　the　traffic　safety.　This　study　prepared　high-elastic/salt-storage　(HESS)　asphalt　mixtures　containing　rubber　particles　(RP)　and　self-developed　salt-storage　fillers　to　improve　deicing　performance　in　various　aspects.　Specifically,　the　RP　was　incorporated　into　the　asphalt　mixture　by　replacing　1　%,　2　%,　and　3　%　of　fine　aggregate　by　mass　and　the　self-developed　salt-storage　filler　was　incorporated　into　the　asphalt　mixture　to　replace　25　%,　50　%,　and　75　%　of　the　mineral　filler　by　equal　volume.　Hydrated　lime　was　used　as　a　mineral　filler　to　enhance　the　asphalt　mixtures’　water　damage　resistance.　The　pavement　performance　of　HESS　asphalt　mixtures　was　first　studied.　The　pull-out　and　fall　ball　impact　tests　were　designed　to　investigate　the　composite　deicing　effect　of　RP　and　salt-storage　filler　on　the　asphalt　mixtures.　A　self-designed　rainfall　simulation　test　was　used　to　assess　the　long-term　deicing　performance　of　HESS　asphalt　mixtures.　Results　showed　that　the　incorporation　of　RP　improves　the　high-temperature　stability　and　low-temperature　crack　resistance　of　the　mixtures,　but　negatively　affects　their　water　damage　resistance.　The　RP　content　should　not　exceed　3　%　to　guarantee　water　damage　resistance.　Due　to　combining　effects　RP　and　salt-storage　fillers,　the　deicing　performance　of　HESS　asphalt　mixtures　has　been　improved　by　15.9　%　and　10.6　%　as　compared　to　the　addition　of　RP　and　salt-storage　fillers　separately.　It　is　recommended　to　replace　the　fine　aggregates　with　the　RP　at　content　of　1.5–3　%　by　mass　and　60–75　%　mineral　filler　with　the　salt-storage　filler　by　volume.　©　2024　Elsevier　Ltd