In　this　study,　the　“Xiaguiwa”　landslide　in　Jinsha　River　Basin　of　Qinghai-Tibet　Plateau　is　taken　as　a　prototype,　and　the　shaking　table　model　test　on　bedding　rock　slope　with　weak　interlayer　is　carried　out.　The　dynamic　response　of　bedding　rock　slope　with　weak　interlayer　under　earthquake　is　studied　from　the　aspects　of　peak　ground　acceleration　(PGA)　amplification　factor　and　Hibert-Huang　transform　(HHT)　time-frequency　characteristics.　The　results　show　that　the　slope　exhibits　obvious　“elevation　effect”　and　“surface　effect”　under　the　action　of　input　seismic　waves.　The　PGA　is　larger　at　the　1/4　height　of　the　slope　surface　from　the　bottom　of　the　slope,　the　top　of　the　slope,　and　the　weak　interlayer.　With　the　increase　of　the　intensity　of　the　input　seismic　waves,　the　slope　stiffness　and　natural　vibration　frequency　decrease　gradually.　When　the　input　wave　amplitude　reaches　0.7g,　the　slope　cracking　and　structural　deformation　occur.　When　the　input　amplitudes　are　the　same,　the　PGA　amplification　coefficient　is　positively　correlated　with　the　elevation,　and　decreases　gradually　with　the　increase　of　the　input　amplitudes　at　the　same　measuring　point.　The　influences　of　different　input　wave　types　and　time　scale　factors　on　the　slope　dynamic　response　are　significantly　different.　The　Hilbert　spectrum　shows　that　the　elevation　and　weak　interlayer　amplify　the　energy　of　seismic　waves,　especially　the　high-frequency　part.　The　Hilbert　marginal　spectrum　shows　that　the　weak　interlayer　could　amplify　the　energy　of　the　high-frequency　part.　The　Hilbert　marginal　spectrum　indicates　that　the　cumulative　energy　of　the　high-frequency　part　is　significantly　amplified　under　the　influence　of　soft　interlayer,　and　the　energy　of　the　measuring　point　at　the　1/4　height　of　the　slope　surface　from　the　bottom　of　the　slope　suddenly　increases,　which　is　similar　to　the　conclusion　of　the　acceleration　amplification　effect.　The　results　of　Hilbert　marginal　spectrum　shows　that　with　the　increase　of　the　amplitude　of　the　input　seismic　wave,　the　cumulative　energy　of　the　high-frequency　part　and　the　part　representing　the　natural　vibration　frequency　of　the　slope　gradually　decrease,　and　the　energy　of　the　main　frequency　part　of　the　input　seismic　wave　gradually　dominates,　indicating　that　the　modal　characteristics　of　the　slope　gradually　disappear.　©　2023　Academia　Sinica.　All　rights　reserved.