A Case Study on Surrounding Rock Deformation Control Technology of Gob-Side Coal-Rock Roadway in Inclined Coal Seam of a Mine in Guizhou, China

• Published in: Processes Vol. 10; no. 5; p. 863
• Main Authors: Liu, Pengze, Gao, Lin, Zhang, Pandong, Wu, Guiyi, Wang, Chen, Ma, Zhenqian, Kong, Dezhong, Kang, Xiangtao, Han, Sen
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 27.04.2022
• Subjects: Bearing capacity; Case studies; Coal; Coal mining; Deformation; Field investigations; Grouting; Mathematical models; Plastic zones; Roads; Seepage; Simulation; Slurries; Steel structures; China; Guizhou China
• ISSN: 2227-9717; 2227-9717
• DOI: 10.3390/pr10050863

Surrounding rock deformation control of gob-side coal-rock roadway in inclined coal seams (GCRICS) is a major problem in gob-side entry technology application practice. This paper describes a case study of the surrounding rock deformation characteristics and control technology of a typical GCRICS in Guizhou, China. As according to data obtained during a field investigation, the reasons for the deformation and failure of 151509 tailentry and the shortcomings of the original support scheme were analyzed. In combination with existing theory and field experience, the “anchor cable + U-shaped steel + shotcreting + grouting” (CUSG) support method was proposed. The plastic zone distribution, displacement, and stress evolution law of the roadway-surrounding rock under the four support modes were analyzed and compared by numerical simulation. The results show that the supporting effects of several support methods varied from good to poor; CUSG was the best, followed by anchor cable support, U-shaped steel support, and then no support. Based on the previous seepage grouting theory, a slurry diffusion model of hollow grouted anchor cable (HGC) was established and the calculation formulas of slurry diffusion radius and grouting time were deduced, which provided guidance for field construction. Finally, the CUSG surrounding rock control technology was applied to 151509 tailentry subsequent roadway support. Through drill holes, analysis of the surrounding rock of the non-grouting area and the grouting area was conducted. It was found that the surrounding rock of the grouting area was high in integrity and strong in bearing capacity. Throughout the excavation period to the end of roadway mining, the roadway did not have to be repaired. This case study has high practicability, high popularization value, and provides a useful reference for the engineering support design of the GCRICS.