In　order　to　obtain　the　seismic　safety　coefficient　and　fracture　surface　and　to　proceed　the　seismic　safety　evaluation　for　the　rock　mass　and　soil　mass　surrounding　tunnel,　in　this　paper,　the　limitation　of　evaluating　seismic　stability　is　considered,　and　the　pseudo-static　strength　reduction　is　used.　By　the　finite　element　software　ANSYS　and　the　strength　reduction,　the　new　methods　of　seismic　safety　evaluation　for　the　rock　mass　and　soil　mass　surrounding　tunnel　are　put　forward,　just　as　the　dynamic　FEM　static　strength　reduction　and　the　dynamic　FEM　strength　reduction.　In　order　to　prove　the　feasibility　of　the　proposed　method,　the　results　of　numerical　example　are　compared　with　those　of　the　pseudo-static　strength　reduction　method,　the　results　show:　(1)　two　methods　are　both　feasible,　the　plastic　zone　of　structure　is　upward　migration　if　the　pseudo-static　method　is　used,　but　the　plastic　zone　is　at　the　bottom　if　new　methods　are　used.　(2)　the　safety　coefficient　error　of　new　method　I　is　9.4%,　and　is　11.1%　of　new　method　II.　(3)　the　safety　factor　of　new　method　II　is　minimum,　and　the　safety　factor　of　new　method　I　is　maximum,　but　the　general　difference　is　very　small.　Therefore,　in　order　to　ensure　the　safety　of　structure,　the　new　method　II　is　proposed　to　evaluate　seismic　stability　of　the　rock　mass　and　soil　mass　surrounding　tunnel,　and　so　a　theoretical　basis　is　provided　for　the　seismic　stability　of　the　rock　mass　and　soil　mass　and　the　lining　surrounding　tunnel,　and　also　provided　for　engineering　application.