With　the　rapid　development　of　urban　transportation　construction,　numerous　engineering　projects　involving　the　construction　of　new　roads　crossing　established　underground　railway　lines　have　emerged.　The　vibratory　compaction　of　road　surfaces　has　a　significant　impact　on　the　structural　integrity　of　subway　stations　to　some　extent.　In　the　context　of　the　crossing　of　Road　5　with　the　established　shallow-buried　subway　station,　numerical　simulation　methods　were　employed　to　study　the　dynamic　response　characteristics　of　the　shallow-buried　subway　station　under　the　action　of　surface　vibration　loads.　Furthermore,　sensitivity　analysis　was　conducted　on　factors　such　as　vibration　frequency　and　excitation　force.　The　research　results　indicate　that　under　the　influence　of　surface　vibration　loads,　the　acceleration　response　of　the　station’s　structure　exhibits　a　trend　of　attenuation　from　top　to　bottom　and　from　the　center　towards　both　sides,　specifically:　top　plate　＞　middle　plate　＞　side　walls　＞　bottom　plate.　As　the　vibration　frequency　increases,　the　acceleration　response　of　the　station’s　structure　gradually　intensifies.　Based　on　the　aforementioned　research　findings,　it　is　recommended　that　the　optimal　construction　parameters　for　vibratory　compaction　of　the　roadbed　above　this　shallow-buried　subway　entail　a　vibration　frequency　of　28-33Hz　and　an　excitation　force　ranging　from　150-300kN.　©　2024　The　Author(s).