4.5 Article

Study on Surrounding Rock Control and Support Stability of Ultra-Large Height Mining Face

期刊

ENERGIES
卷 15, 期 18, 页码 -

出版社

MDPI
DOI: 10.3390/en15186811

关键词

ultra-large height mining face; roof movement; support stability; control measures of surrounding rock; working resistance monitoring of supports

资金

  1. National Natural Science Foundation of China [52104204, 51904167, 51474134, 51774194]
  2. Taishan Scholars Project
  3. Taishan Scholar Talent Team Support Plan for Advantaged & Unique Discipline Areas
  4. Natural Science Foundation of Shandong Province [ZR2021QE170]
  5. Key R&D Plan of Shandong Province [2019SDZY034-2]

向作者/读者索取更多资源

This study focuses on the control and support stability of the surrounding rock in ultra-large height mining faces during coal seam mining. The research analyzes the roof movement and deformation as well as the working resistance of the mining face. It also examines the stability of the supports and provides guidance on support selection and measures to enhance stability. Monitoring results from a coal mine show that the selected supports meet stability requirements but may require adjustments during the moving process.
Surrounding rock control and support stability in the process of coal seam mining in ultra-large height mining face are the key to normal mine operation. In this study, the roof movement and deformation of an ultra-large height mining face are analyzed, and the working resistance of the ultra-large height mining face is obtained by introducing the equivalent immediate roof. By analyzing the coal wall spalling, the multiple positions of the spalling and the required support force of the support are obtained. At the same time, ultra-large height supports are more prone to instability problems. In this study, the stability of the ultra-large height supports was analyzed by establishing a mechanical model. The results show that: 1. The overturning limit angle of support has a hyperbolic relationship with the center of gravity. 2. Under the condition of ultra-large height, the increase in the base width of the bracket significantly improves the stability of the supports. 3. The sliding limit angle of support is positively correlated with the support load and the friction coefficient between the support and the floor. The above conclusions can provide guidance on the selection of supports and the adoption of measures to enhance the stability of the supports during use under ultra-large height conditions. The working resistance of the ultra-large height supports in the 108 mining face of the Jinjitan Coal Mine was monitored. The monitoring results show that: The average resistance of the supports is 22.6 MPa. The selected supports can meet the stability requirements of the working face support. The frequency of mining resistance in 0 similar to 5 MPa accounts for 28.38%, which indicates that some supports are insufficient for the initial support force during the moving process. Furthermore, the stability of the supports can be enhanced by adjusting the moving process. This study provides a reference for the selection of supports in ultra-large height mining faces and proposes measures to enhance the stability of the supports, which provides guidance for the safe mining of coal in ultra-large height mining faces.

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