Tytuł artykułu
Treść / Zawartość
Pełne teksty:
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The study is based on mining operations that are concentrated in a ground exposed to flooding with varying stope dimensions. Stope stability was assessed in the four stopes, which resembled the mine’s different ground conditions using the stability graph complemented by the equivalent linear over break slough (ELOS) stability approach. The stability graph showed that the stopes in rock masses exposed to flooding fell in the potentially unstable and caving zones whereas the ones that were not affected by flooding fell in the stable zones. The ELOS approach showed that mining the previously flooded rock masses resulted in high over-breaks in the stopes despite them having smaller hydraulic radii. Therefore, it was deduced that although stope extension plays a part in the over-breaks experienced in different stopes, it is not the main cause of the overall stope instability. The results confirm the supposition that over-break is largely controlled by pore pressure than it is by blast induced stresses. Continuous implementation of the old support systems was no longer compatible with the state of the ground conditions. Hence, the mine should implement 6 × 8 m pillars, which have an acceptable factor of safety against failure.
Słowa kluczowe
Wydawca
Czasopismo
Rocznik
Tom
Strony
128--140
Opis fizyczny
Bibliogr. 26 poz.
Twórcy
autor
- Manicaland State University of Applied Sciences, Department of Mining and Mineral Processing Engineering, Mutare, Zimbabwe
- Central South University, School of Resources and Safety Engineering, Changsha, China
autor
- Manicaland State University of Applied Sciences, Department of Mining and Mineral Processing Engineering, Mutare, Zimbabwe
autor
- University of Kentucky, Department of Mining Engineering, USA
Bibliografia
- [1] Villaescusa E. Quantifying open stope performance. Proceedings of Mass Min 2004 Aug:96-104.
- [2] Kolapo P, Munemo P. Investigating the correlations between point load strength index, uniaxial compressive strength and Brazilian tensile strength of sandstones. A case study of QwaQwa sandstone deposit. Int J Min Miner Eng 2021;12(1): 67-83.
- [3] Ma Saiang D, Nordlund E. Numerical analyses of the effects of rock mass property variability on open stope stability. In: The 45th US rock mechanics/geomechanics symposium. OnePetro; 2011 Jun 26.
- [4] Swart AH, Handley MF. The design of stable stope spans for shallow mining operations. J South Afr Inst Min Metall 2005 Apr 1;105(4):275-86.
- [5] Google Maps. Golden Valley Mine. [Internet] [cited 2021 Jul 21]. 2021. Available from: https://google.com/maps/dir/Kwekwe/Golden+Valley+Mine.
- [6] Stacey TR, Page CH. Practical handbook for underground rock mechanics. 1986.
- [7] Kolapo P. Investigating the effects of mechanical properties of rocks on specific energy and penetration rate of borehole drilling. Geotech Geol Eng 2021 Feb;39(2):1715-26.
- [8] Brahimaj F, Dambov R. Impact of some physical-mechanical and structural characteristics of slope stability. In: Proceedings of the VII international geomechanics conference, Varna, Bulgaria; 2018.
- [9] Stacey TR. Best practice rock engineering handbook for “other” mines. SRK Consulting. Project Number: OTH. 2001 Dec:602.
- [10] Lauffer H. Mountain classification for tunnel construction. Geol Construct 1958;24(1):46-51.
- [11] Gundewar CS. Application of rock mechanics in surface and underground mining. Indian Bureau of Mines 2014:165.
- [12] Pacher F, Rabcewicz L, Gosler J. On the side of the rock classification in gallery and tunnel construction. 1974.
- [13] NGI. Using the Q-system: rock mass classification and support design. Oslo: Nowergian Geotechnical Institute; 2015.
- [14] Bieniawski ZT. Engineering rock mass classifications: a complete manual for engineers and geologists in mining, civil, and petroleum engineering vol. 24. John Wiley & Sons; 1989 Aug.
- [15] Mathews K, Hoek E, Wyllie D, Stewart S. Prediction of stable excavations for mining at depth below 1000 meters in hard rock. Ottawa (CA): Department of Energy, Mines and Resources; 1981.
- [16] Saadaari F, Mireku-Gyimah D, Olaleye B. Development of a stope stability prediction model using ensemble learning techniques - a case study. Ghana Min J 2020 Dec 31;20(2):18-26.
- [17] Sharp JE. Applicability of the Mathews stability method to open stope stability assesment at Olympic Dam Mine. MSc [thesis]. Christchurch: University of Canterbury; 2011.
- [18] Mawdesley C. Using logistic regression to investigate and improve an empirical design method. Int J Rock Mech Min Sci 2004 May 1;41:756-61.
- [19] Zhang L, Hu JH, Wang XL, Zhao L. Optimization of stope structural parameters based on Mathews stability graph probability model. Adv Civ Eng 2018 Jan 1:1-8.
- [20] Potvin Y. Empirical open stope design in Canada. PhD [dissertation]. Vancouver: University of British Columbia; 1988.
- [21] Jang HD. Unplanned dilution and ore-loss optimisation in underground mines via cooperative neuro-fuzzy network. PhD [dissertation]. Perth: Curtin University; 2014.
- [22] Stillborg EB. Professional users handbook for rock bolting. 2nd ed. Zurich: TransTech Publishers; 1994.
- [23] Stacey TR, Swart AH. Practical rock engineering practice for shallow and opencast mines. Safety in Mines Research Advisory Committee; 2001.
- [24] Deere DU, Hendron AJ, Patton FD, Cording EJ. Design of surface and near surface construction in rock. In: The 8th US symposium on rock mechanics (USRMS). OnePetro; 1966 Sep 15.
- [25] Hoek E, Kaiser PK, Bawden WF. Support of underground excavations in hard rock. CRC Press; 2000.
- [26] Daehnke A, Van Zyl M, Roberts MK. Review and application of stope support design criteria. J South Afr Inst Min Metall 2001 May 1;101(3):135-64.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7130f118-3ed4-4e1a-bd31-dd95d37c4fdd