Sublevel Stoping with Cemented Paste Backfill in Weak Rock Mass Zones
For structurally complex orebodies in weak zones of enclosing rock mass, a variant of the sublevel stoping technology with cemented paste backfill is proposed. On the ground of the in-situ data, the analytical relations are constructed to determine stability of artificial roof and sidewalls in stope...
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| Published in | Journal of mining science Vol. 58; no. 6; pp. 1002 - 1009 |
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| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Moscow
Pleiades Publishing
01.12.2022
Springer Springer Nature B.V |
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| Abstract | For structurally complex orebodies in weak zones of enclosing rock mass, a variant of the sublevel stoping technology with cemented paste backfill is proposed. On the ground of the in-situ data, the analytical relations are constructed to determine stability of artificial roof and sidewalls in stopes. It is found that backfill possessing the uniaxial compressive strength of 3 MPa preserves stability in the course of extraction of ore from adjacent stopes and in mining on the lower lying level. The recommendations on backfilling are given. |
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| AbstractList | For structurally complex orebodies in weak zones of enclosing rock mass, a variant of the sublevel stoping technology with cemented paste backfill is proposed. On the ground of the in-situ data, the analytical relations are constructed to determine stability of artificial roof and sidewalls in stopes. It is found that backfill possessing the uniaxial compressive strength of 3 MPa preserves stability in the course of extraction of ore from adjacent stopes and in mining on the lower lying level. The recommendations on backfilling are given. For structurally complex orebodies in weak zones of enclosing rock mass, a variant of the sublevel stoping technology with cemented paste backfill is proposed. On the ground of the in-situ data, the analytical relations are constructed to determine stability of artificial roof and sidewalls in stopes. It is found that backfill possessing the uniaxial compressive strength of 3 MPa preserves stability in the course of extraction of ore from adjacent stopes and in mining on the lower lying level. The recommendations on backfilling are given. |
| Audience | Academic |
| Author | Kudrya, A. O. Golik, V. I. Gabaraev, O. Z. |
| Author_xml | – sequence: 1 givenname: V. I. surname: Golik fullname: Golik, V. I. email: v.i.golik@mail.ru organization: North Caucasus State Technological University, Moscow Polytechnic University – sequence: 2 givenname: O. Z. surname: Gabaraev fullname: Gabaraev, O. Z. organization: North Caucasus State Technological University – sequence: 3 givenname: A. O. surname: Kudrya fullname: Kudrya, A. O. organization: Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences |
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| Keywords | stress perimeter blasting ore rocks mineral deposit underground mining backfill small thickness rock mass |
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| SubjectTerms | Backfill Compressive strength Earth and Environmental Science Earth Sciences Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Mineral Mining Technology Mineral Resources Rock masses Rocks Stability analysis Sublevel stoping Weak rock |
| Title | Sublevel Stoping with Cemented Paste Backfill in Weak Rock Mass Zones |
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