Nghiên cứu phần bố ứng suất và giải pháp không để lại trụ bảo vệ khi khai thác các vỉa dày trung bình, dốc thoải đến nghiêng

https://mij.hoimovietnam.vn/en/archives?article=19061
  • Affiliations:

    1 Hanoi University of Mining and Geology
    2 Vietnam Mining Science and Technology Association
    3 Quang Ninh University of Industry

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  • Received: 6th-Apr-2019
  • Revised: 24th-Nov-2019
  • Accepted: 10th-Dec-2019
  • Online: 31st-Dec-2019
Pages: 1 - 10
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Abstract:

The paper uses numericai simulation method and analysis theory to assess stress around the underground construction, on coal pillars to study the stability of the underground construction. Reseacrch results have shown that the protective coal pillars has a great influlence on the stability of the underground construction and the loss of resources. Therefore, the authors have studied the method of none leaving the coal pillar protection and the application of directional rock cutting techniques. The research results have proved the superiority of this method n compared to prsvojs methods in ensuring underground oonsbucfion stability and reducing coal loss.

How to Cite
Phuc, L.Quang, Dac, P.Manh and Thang, P.Duc 2019. Nghiên cứu phần bố ứng suất và giải pháp không để lại trụ bảo vệ khi khai thác các vỉa dày trung bình, dốc thoải đến nghiêng (in Vietnamese). Mining Industry Journal. XXXIII, 6 (Dec, 2019), 1-10. .
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