Research and Application of Technology of Gob-Side Entry Retaining by Roof Cutting Pressure Relief in Jiaozishan Coal Mine

Guo Hongjun; Zhang Yanhui; Zhao Yongping; Ji Ming; Chen Yiqi; Tian Yifan

doi:10.18311/jmmf/2017/26987

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Authors

Guo Hongjun
Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China; School of Mines; China University of Mining & Technology, Xuzhou, 221 116 ,CN
Zhang Yanhui
Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China; School of Mines; China University of Mining & Technology, Xuzhou, 221 116 ,CN
Zhao Yongping
Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China; School of Mines; China University of Mining & Technology, Xuzhou, 221 116 ,CN
Ji Ming
Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China; School of Mines; China University of Mining & Technology, Xuzhou, 221 116 ,CN
Chen Yiqi
Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China; School of Mines; China University of Mining & Technology, Xuzhou, 221 116 ,CN
Tian Yifan
Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China; School of Mines; China University of Mining & Technology, Xuzhou, 221 116 ,CN

DOI:

https://doi.org/10.18311/jmmf/2017/26987

Keywords:

Roof Cutting Pressure Relief, Gob-side Entry Retaining, Numerical Simulation, Surrounding Rock Control, Ground Pressure Monitoring.

Abstract

Combined the mechanism of gob-side entry retaining by roof cutting pressure relief and the geological conditions of Jiaozishan coal mine, the influence of gob-side entry retaining from the depth of blasting bore in the process of roof cutting pressure relief was studied by the method of FLAC3D numerical simulation. When the depth of blasting bore was 4m, it was most significant that the surrounding rock stress of roadway transferred to the roadway deep; meanwhile, the surrounding rock deformation was also the minimum. And the result was applied to an industrial practice in the intake airflow roadway of the 9706 working face. When the working face was mined, the surrounding rock deformation was basically identical between the coal-side entry in front of the working face and the gob-side entry behind the working face, which met the requirements of retaining roadway and production in the next working face. It successfully reduced the difficulty of protecting roadway and the loss of coal pillar, and achieved remarkable economic and social benefits.