Study to improve the efficiency of coal mine drift roadway support in the thin-layered rock mass at -80 level, 9b seam of Mao Khe coal mine company by using rockbolts

https://mij.hoimovietnam.vn/en/archives?article=21043
  • Affiliations:

    Trường Đại học Mỏ-Địa chất

  • *Corresponding:
    This email address is being protected from spambots. You need JavaScript enabled to view it.
  • Received: 21st-May-2021
  • Revised: 25th-May-2021
  • Accepted: 20th-June-2021
  • Online: 30th-Nov-2021
Pages: 22 - 28
Views: 94
Downloads: 0
Rating: , Total rating: 0
Yours rating

Abstract:

The behavior of the thin-layered rock mass is completely different in comparing with rock mass due to the low bonding strength of the interfaces. Observation the supporting at the roadway in -80 level, 9B seam Mao Khe coal mine company by using the reinforced plastic bolts combined with sprayed concrete showed that there was unanchored and local failure. The reason is that the friction force in the interfaces is reduced in strength, increasing the deflection of the rock layered, leading to a decrease in the self-loading capacity of the rock mass, causing instability for roadway. In order to improve the effectiveness of supporting the roadway using rock bolts and shotcrete, it is necessary to propose the designing and network of rock bolts in accordance with the layering characteristics of the rock mass around the roadway. Based on the current status of the supporting for roadway of the -80 level, 9B seam of Mao Khe coal mine and the field survey results, the designing and arranging of rock bolts network have proposed to improve the efficiency of supporting system and increase the stability of the roadway during the production service of the mine.

How to Cite
Nguyen, H.Phi 2021. Study to improve the efficiency of coal mine drift roadway support in the thin-layered rock mass at -80 level, 9b seam of Mao Khe coal mine company by using rockbolts (in Vietnamese). Mining Industry Journal. XXX, 4+5+6 (Nov, 2021), 22-28. .
References

1. Báo cáo sản xuất mỏ Công ty than Mạo Khê, 2019 - 2020;

2. Nông Việt Hùng, Nghiên cứu áp dụng vì chống neo trong các đường lò than khu vực khai thác lò chợ tại một số mỏ hầm lò vùng Quảng Ninh, nhiệm vụ khoa học và công nghệ cấp Bộ Công Thương năm 2018 do Viện KHCN Mỏ-Vinacomin chủ trì thực hiện;

3. Đào Viết Đoàn, Kết cấu neo chống giữ công trình ngầm và mỏ, NXB Xây dựng, 2018, trang 50-52;

4. Abhishek Kumar Tripathi, Shubham Kumar, Md Efraj Ansari, Aman Kumar and Rahul Agarwal, Design of Roof Bolting System in An Underground Coal Mines- A Numerical Modelling Approach, 2019 JETIR April 2019, Volume 6, Issue 4;

5. A.J.S. Spearing and A. Hyett, In situ monitoring of primary roofbolts at underground coal mines in the USA, The Southern African Institute of Mining and Metallurgy, 2014. ISSN 2225-6253, P 791-800;

6. Tadeusz Majcherczyk , Piot r Maákowsk, Strata control in underground tunnels perspectives for development, Górnictwo i GeoinĪynieria x Rok 29 x Zeszyt 3/2 x 2005, p 61-76;

7. Vikrant Dev Singh, Design of systematic support system for development and depillaring in underground coal mines, Thesis of Department of Mining Engineering National Institute of Technology Rourkela, 2013, P 55-56;

Other articles