Research on suitable methods of soil and rock reinforcement to stabilize mining tunnels in the Quang Ninh area

  • Affiliations:

    1 Hanoi University of Mining and Geology, Hanoi, Vietnam
    2 Institute of Mining Science and Technology - Vinacomin, Hanoi, Vietnam
    3 Saint Petersburg Mining University, Saint Petersburg, Russia

  • *Corresponding:
    This email address is being protected from spambots. You need JavaScript enabled to view it.
  • Received: 8th-May-2022
  • Revised: 29th-Aug-2022
  • Accepted: 28th-Sept-2022
  • Online: 31st-Oct-2022
Pages: 93 - 105
Views: 2324
Downloads: 2115
Rating: 5.0, Total rating: 211
Yours rating

Abstract:

Currently, along with the economic development speed and the huge demand for activities and living in Vietnam, the demand for energy is becoming an urgent problem that needs to be solved. Among all types of energy, coal is one of the types of energy that occupies a large proportion of the energy industry in Vietnam. Therefore, it is necessary to develop mining technologies that can boost the efficiency and quality of coal. In the total annual coal production of Vinacomin, underground coal mining output accounts for a large proportion (60÷80%). At present, the design and construction units have applied many different construction methods to prevent and stabilize the mining tunnels in the Quang Ninh area. However, in some mining tunnels, are still occurred phenomenon of instability, excessive deformation and affecting the exploitation of these mining tunnels. The paper aims to synthesise, analyse and give a process of choosing suitable reinforcement methods that are suitable for mining tunnels in the Quang Ninh area. The paper also applies theoretical bases to selects an appropriate reinforcement method for a specific mining tunnel under construction in Khe Cham I mining area, Ha Long Coal Company, Vinamcomin.

How to Cite
Nguyen, T.Chi, Nguyen, T.Van and Alexandr, G. 2022. Research on suitable methods of soil and rock reinforcement to stabilize mining tunnels in the Quang Ninh area (in Vietnamese). Journal of Mining and Earth Sciences. 63, 5 (Oct, 2022), 93-105. DOI:https://doi.org/10.46326/JMES.2022.63(5).09.
References

Dang, T.T., and Dang, V.Q., (2018), Reinforcement of soil and rock and construction of underground construction in special conditions. Construction Publishing House, Hanoi, 82 p. (in Vietnamese).

Dong, P.D., (2001). Theory of preventing landslides from leaving the rock surrounding the tunnel and application techniques. China Coal Industry Publishing House, China, 92 p. 

Dinh, V.C., (2022). Research and apply technical and technological solutions to prevent and maintain the stability of the tunnel during the mining process in underground coal mines in Quang Ninh region, State-level project, Institute of Mining Science and Technology-Vinacomin, Hanoi. (in Vietnamese).

Nguyen, D.G., (2014). Research and propose a reasonable anti-temporary structure when constructing the Nam Cuong tunnel in the Noi Bai - Lao Cai highway system, Master Thesis, Hanoi, 119 p. (in Vietnamese).

Phi, V.L., (2019). Research, selecting reasonable anti-temporary structure at Khe Cham I and applied to a specific condition. Ministry of Industry and Trade project, Institute of Mining Science and Technology - Vinacomin, Hanoi. (in Vietnamese).

Nguyen, V.T., (2022). Research, and selecting of reasonable structure to stabilize the deep tunnels at the Quang Ninh coal mines. Master thesis, Hanoi University of Mining and Geology. Hanoi, 113 p. (in Vietnamese).

Vo, T.H., (2017). Planning and design of underground construction. Natural Science and Technology Publishing House, Hanoi, 130 p. (in Vietnamese).