The utility model relates to a device for shield tunnel back soil disturbance. The utility model discloses an aim at utilizing the water under high pressure to produce rotatory rivers to soil body cutting through this device to utilize the internal outer tu shui's of disturbance earth pressure differential, make tushui discharge in the device centre bore, in addition, the device still should utilize the external measurement system of the device and carry out slip casting to the disturbance soil body and reinforce except drawing casting and water. The utility model provides a: a device for shield tunnel back soil disturbance, its characterized in that: the device is formed through the impartial bolted connection of three contained angle by accessory I and accessory II, the center of accessory I and accessory II for along axial through draw the casting water hole, open on two accessories to draw casting water hole diameter the same. The utility model is suitable for a correction after shield tunnel warp and shield tunnel be rectifying behind uniform settlement or the horizontal displacement not.