Geomechanics and Engineering

  • 제22권6호
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  • Pages.541-552
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  • 2020
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

The gob-side entry retaining with the high-water filling material in Xin'an Coal Mine

  • Li, Tan (Mining Research Institute, Inner Mongolia University of Science and Technology) ;
  • Chen, Guangbo (Mining Research Institute, Inner Mongolia University of Science and Technology) ;
  • Qin, Zhongcheng (College of Mining and Safety Engineering, Shandong University of Science and Technology) ;
  • Li, Qinghai (College of Mining and Safety Engineering, Shandong University of Science and Technology) ;
  • Cao, Bin (College of Mining and Safety Engineering, Shandong University of Science and Technology) ;
  • Liu, Yongle (College of Mining and Safety Engineering, Shandong University of Science and Technology)
  • 투고 : 2019.09.17
  • 심사 : 2020.08.18
  • 발행 : 2020.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

With the increasing tension of current coal resources and the increasing depth of coal mining, the gob-side entry retaining technology has become a preferred coal mining method in underground coal mines. Among them, the technology of the gob-side entry retaining with the high-water filling material can not only improve the recovery rate of coal resources, but also reduce the amount of roadway excavation. In this paper, based on the characteristics of the high-water filling material, the technological process of gob-side entry retaining with the high-water filling material is introduced. The early and late stress states of the filling body formed by the high-water filling materials are analyzed and studied. Taking the 8th floor No.3 working face of Xin'an coal mine as engineering background, the stress and displacement of surrounding rock of roadway with different filling body width are analyzed through the FLAC3D numerical simulation software. As the filling body width increases, the supporting ability of the filling body increases and the deformation of the surrounding rock decreases. According to the theoretical calculation and numerical simulation of the filling body width, the filling body width is finally determined to be 3.5m. Through the field observation, the deformation of the surrounding rock of the roadway is within the reasonable range. It is concluded that the gob-side entry retaining with the high-water filling material can control the deformation of the surrounding rock, which provides a reference for gob-side entry retaining technology with similar geological conditions.

키워드

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  2. Deformation Law and Control Measures of Gob-Side Entry Filled with Gangue in Deep Gobs: A Case Study vol.2021, 2020, https://doi.org/10.1155/2021/9967870
  3. Risk Early Warning Evaluation of Coal Mine Water Inrush Based on Complex Network and Its Application vol.2021, 2021, https://doi.org/10.1155/2021/9980948
  4. Study on the Bearing Characteristics and Application of the Filling Body in Original Roadway Filling and Nonpillar Driving vol.2021, pp.spec, 2021, https://doi.org/10.2113/2021/4238008