The　super-large　diameter　steel　pipe　piles　have　been　used　more　and　more　in　China　recent　years.　The　driving　possibility　of　pile　have　already　become　one　of　major　engineering　problem　for　the　designer　and　contractor.　Due　to　the　lack　of　realistic　analysis　method　and　construction　experience,　some　piling　engineering　accidents　were　often　appeared,　such　as　hammer　refusal,　pile　damage,　etc..　A　case　study　of　wave　equation　drivability　analysis　for　the　super-large　diameter　steel　pipe　pile　in　a　large-scale　wind　power　plant　project　was　performed　in　this　paper.　The　performance　of　pile-soil-hammer　system　and　the　stress　condition　of　pile　movement　during　driving　were　described.　The　driving　possibility,　a　suitable　hammer　and　a　rational　installation　criterion　were　obtained.　The　wave　equation　drivability　analysis　is　to　utilize　the　stress　wave　and　its　dynamic　effect　in　the　pile　shaft　generated　by　hammer　impact　vibration.　This　successful　application　is　shown　that　the　wave　equation　drivability　analysis　is　a　very　practical　tool　for　the　super-large　diameter　steel　pipe　pile.