This　paper　analyzed　the　structure　of　asphalt　pavement　with　granular　base　by　nonlinear　finite　element　method,　in　which　the　granular　base　was　modeled　with　the　Boyce　nonlinear　elastic　model　enhanced　with　a　Drucker-Prager　plasticity　model　and　other　layers　were　modeled　with　elastic　model.　The　displacement,　stress　and　plastic　strain　of　this　structure　were　discussed.　The　results　show　that　the　maximal　displacement　point　is　on　the　surface　along　the　symmetrical　axis　under　uniform　pressure;　the　maximal　stress　point　is　on　the　bottom　of　the　first　layer;　and　the　radial　length　of　plastic　strain　is　no　more　than　3.5　times　of　equivalent　circle　radius.　Compared　with　the　empirical　formula,　the　calculation　results　is　reasonable,　which　will　be　helpful　to　find　out　the　instance　of　the　asphalt　pavement　with　granular　base　acted　by　uniform　pressure.