There　are　massive　landslides　and　potential　landslides　along　the　Three　Rivers　Basin　in　the　Qinghai-Tibet　Plateau,　which　pose　a　serious　threat　to　the　Sichuan-Tibet　Railway.　A　normal　shaking　table　model　test　was　conducted　to　study　the　dynamic　characteristics　and　dynamic　response　of　a　symmetrical　counter-bedding　rock　slope　based　on　the　Zongrong　Village　landslide.　The　influences　of　the　dynamic　parameters,　seismic　wave　type,　and　a　weak　intercalated　layer　on　the　slope＇s　dynamic　response　were　considered.　The　results　showed　symmetry　between　the　growth　trend　of　the　acceleration　amplification　factor　and　other　research　results.　When　the　input　wave　amplitude　was　constant,　the　acceleration　amplification　factor　increased　at　first　and　then　decreased　as　the　frequency　increased.　When　the　input　frequency　was　near　the　slope＇s　natural　frequency,　the　acceleration　amplification　factor　increased　at　first　and　then　decreased　with　an　increase　in　the　input　amplitude　and　reached　the　maximum　value　at　0.3　g.　The　acceleration　amplification　factor　increased　linearly　with　height　in　the　vertical　direction　inside　the　slope　but　increased　slowly　at　first　and　then　sharply　along　the　slope　surface,　reaching　the　maximum　value　at　the　slope＇s　top　and　exhibiting　an　obvious　＂elevation　effect＂.　When　sinusoidal　waves,　Wolong　waves,　and　Maoxian　waves　with　the　same　amplitude　were　input,　the　slope＇s　amplification　effect　on　the　bedrock　wave　was　more　obvious.　The　weak　intercalated　layer　showed　the　phenomenon　of　＂thin　layer　amplification＂　and　＂thick　layer　attenuation＂　in　response　to　the　input　seismic　wave.　The　slope＇s　failure　process　can　be　roughly　divided　into　three　stages:　(1)　the　formation　of　tensile　cracks　at　the　top　and　shear　cracks　at　the　toe;　(2)　the　extension　of　cracks　and　the　sliding　of　the　slope-surface　block;　(3)　the　formation　of　the　main　sliding　surface.