Study on overburden rock structure characteristics and surrounding rock control technology of island working face

Abstract

Aiming at the technical problems of safe and efficient mining under the complex conditions of strong mine pressure and multiple disasters in island working face, taking ZF2822 working face of Xiagou Coal Mine as the background, theoretical analysis, numerical simulation and field measurement are used to explore the fracture structure characteristics and surrounding rock control technology of overlying rock in island working face. The results show that the ten morphological structures of the main roof fracture can be divided into four typical symmetrical structures and six asymmetric structures. According to the stress calculation formula of the key block B to the coal pillar, the stress characteristics of the 10 structures are classified and the risk classification is carried out. Among them, the (a), (e), (f) and (g) structures belong to level I. Four typical structures (a), (b), (c) and (d) were constructed to simulate the stress and strain characteristics of surrounding rock. The overlying strata subsidence displacement values of (a), (b), (c) and (d) at the roadway are 1.75 m, 1.5 m, 0.8 m and 0.6 m respectively, and the maximum stresses are 26.6 MPa, 19.5 MPa, 15.5 MPa and 10.0 MPa respectively, (a) > (b) > (c) > (d). Therefore, the surrounding rock control technology of gob-side roadway in island working face is put forward, the fracture structure of basic roof is determined and the reasonable applicable type of gob-side roadway is selected. The results after pressure relief show that the average daily microseismic energy of ZF2822 working face after pressure relief is 0.87×10⁴J, which is about 42.38 % lower than that of April. The average stress is 1.13 MPa lower than that of the mining before the pressure relief area, and the decrease is 22.42 %. During the mining process of the working face in the pressure relief area, the average stress is 0.49 MPa lower than that before the pressure relief area, and the decrease is 9.02 %. It shows that the pressure relief has played a very good effect and provides a reference for the same type of mine.