Based on the principle of stability control of surrounding rock under dynamic disturbance, the wind inlet roadway of 3105 working face of Xinjing Mine was taken as the study object, according to the large mining pressure, deep buried depth and dynamic load disturbance of the recovery roadway, the structure control technology program was conducted, with artificial drilling blasting to simulate dynamic load disturbance, and real-time joint pressure monitoring to verify the feasibility of the scheme. The monitoring results showed that the control technology scheme could control the stability of surrounding rock of this type of roadway and achieve good results.