A　series　of　3D　finite　element　analysis　was　performed　by　ABAQUS　to　quantify　impact　of　base　and　subbase　resilient　modulus　on　transverse　shoving　deformation　in　asphalt　pavement　with　semi-rigid　base.　Mohr　Coulomb　constitutive　model　was　applied　to　simulate　the　AC　behavior　and　the　liner　elastic　constitutive　model　was　used　for　the　other　layers.　The　impacts　of　base　and　subbase　resilient　moduli　on　transverse　shoving　were　respectively　reviewed　according　to　the　comparison　of　displacement　distributions　in　asphalt　pavement　with　the　base　or　subbase　resilient　moduli.　The　results　show　that　the　transverse　shoving　in　AC　layer　can　be　effectively　reduced　through　adopting　base　with　relative　lower　resilient　modulus.　Relative　higher　resilient　modulus　of　subbase　is　beneficial　to　transverse　shoving　mitigation,　but　the　effect　is　not　notable　comparing　with　the　decrease　for　base　resilient　modulus.