In　order　to　investigate　the　characteristics　of　force　deformation　of　peripherial　pile　group　bearing　platform　subjected　to　the　influence　of　coal　pile　load,　taking　a　large　specific　coal　yard　in　Malaysia　as　engineering　background　and　based　on　the　large　finite　element　numerical　calculation　platform　ABAQUS,　a　three-dimensional　nonlinear　numerical　model　for　the　soft　soil-pile　group-bearing　platform　system　under　the　influence　of　coal　pile　load　was　established　with　the　consideration　for　space　stiffness　effect,　and　the　force　deformation　analysis　and　safety　evaluation　for　base　scheme　of　group　pile　bearing　platform　were　also　performed.　The　results　show　that　under　the　influence　of　coal　pile　load,　the　pile　bodies　near　the　coal　pile　side　have　the　maximum　lateral　displacement,　and　the　mutation　phenomenon　occurs　during　internal　force　deformation　of　pile　bodies　within　the　depth　range　of　weak　interlayers.　In　addition,　the　tensile　stress　concentration　zone　exists　within　the　middle　and　bottom　sections　of　pile　bodies　for　side　bearing　platform　and　the　joint　section　between　bearing　platform　and　pile　cap　of　middle　platform.　©　2019,Editorial　Department　of　Journal　of　Shenyang　University　of　Technology.　All　right　reserved.