Curved　sections　are　common　features　of　urban　metro　systems.　Owing　to　limited　construction　space,　the　curve　radius　is　often　minimized.　The　excitation　effects　of　trains　on　curved　lines　and　the　resulting　stratum　dynamic　conduction　differ　from　those　on　straight　lines,　necessitating　specialized　research　on　the　horizontal　dynamic　conduction　characteristics.　This　study　utilized　the　Navier　dynamic　balance　equation　and　Euler-Bernoulli　curved　beam　theory　to　describe　the　dynamic　systems　of　the　stratum　medium　and　buried　subway　structure,　respectively.　The　dynamic　conduction　effect　from　a　moving　excitation　point　to　the　surface　under　a　horizontal　resonant　load　was　analytically　solved.　The　influences　of　the　structural　stiffness,　and　critical　velocity　of　the　conducting　medium　on　the　dynamic　conduction　characteristics　of　the　stratum　were　explored.　The　results　indicated　that　both　the　soil　medium　and　its　internal　structure　affected　the　critical　velocity　of　the　tunnel-stratum　system.　When　the　subway　structure　was　modeled　as　a　buried　beam,　the　critical　velocity　of　the　formation　would　decrease,　and　the　system　would　fluctuate　when　the　load　moving　velocity　exceeded　this　critical　velocity.　Under　a　harmonic　load,　damping　reduced　the　dynamic　conduction　in　the　stratum,　resulting　in　significantly　lower　response　degrees　at　the　surface　compared　to　the　load　application　points.　Adding　beam　bodies　limits　the　dynamic　transmission　to　the　surrounding　soil,　resulting　in　lower　system　response　values　compared　to　a　beamless　stratum.　Harmonic　loads　compressed　or　elongated　waves　before　and　after　crossing　observation　points,　causing　the　stratum＇s　dynamic　conduction　waveform　to　conform　to　the　Doppler　effect　principles.　The　changes　in　the　stiffness　of　the　embedded　beam　bodies　altered　the　wave　conduction　velocities　within　the　stratum,　contributing　to　the　dynamic　receiving　frequency　to　deviate　from　the　predicted　Doppler　effect　value.