Abstract: This paper outlines the current status of crustal stress measurement,and analyzes the existing problems of hollow inclusion strain stress relief method. Using the hollow inclusion strain cells measurement technique,the evolu- tion of mining dynamic pressure is monitored based on original rock stress measurements. The results show that the di- rection of maximum principal stress is mainly in vertical stress,its peak area changes from initial near-vertical direction to nearly horizontal direction,and then fades to near vertical when closing to the stress-reducing region. The disturb- ance stress increases with the working face advances,and reaches the maximum value at 136 m away from measuring point which is 3. 29 times of the original rock stress,and then it stabilizes. The measurement of original rock stress and disturbance stress provides a theoretical basis for the study of their interaction,and has a guiding significance to the re- search of roadway stability control.