Static effect of Hefei-Fujian passenger dedicated line on the neighboring deep vertical shaft was analyzed by considering trains and roadbed as overloaded.A simulation model was built to study the responses of displacement and stress of shaft lining under high-speed train passage.Result shows vertical displacement

horizontal displacement and stress of the backfill shaft are reduced with the reduction of train speed.Additional dynamic vertical displacement and additional dynamic vertical stress are reduced more effectively.The additional dynamic displacement and dynamic stress are larger at the top of the shaft for the freedom surface.Comparing with the singlelane

vertical displacement and vertical stress of vertical shaft increase significantly under train passing

especially in the mouth of the shaft and at 200 mdepth below the surface.