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An automated integrated web-based smart tool for open stope design

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The Stability Graph is a widely used tool for the design of open stopes in underground mining. Many users of the Stability Graph still apply this design method manually. Although the manual approach has benefifits, using multiple graphs and stability number computation charts for each stope surface is time-consuming, even for the experienced mining engineer. Current practice in the use of the method also limits data sharing. This paper presents a StopeSoft web-based tool for open stope stability prediction that is developed on the basis of the Stability Graph method and is available at openstope.com. StopeSoft incorporates flflexibility in terms of Stability Graph options and incorporates additional critical factors often overlooked. As a web-based tool, StopeSoft encourages and makes data sharing possible globally, focused on expanding the database and improving the current limitations of the Stability Graph to provide practical, reliable solutions for mining engineers, consultants, and academics. The StopeSoft automated process facilitates the process of open stope stability prediction, saving time and minimizing potential human errors. Statistical treatment of the data accounts for the variability of input parameters to emphasize the probabilistic nature of the Stability Graph method. The probabilistic interpretation of the stability states of stope surfaces eliminates the false feeling of absolute stope performance based on its location on the Stability Graph , as implied by the deterministic approach.
Rocznik
Strony
1--14
Opis fizyczny
Bibliogr. 36 poz.
Twórcy
  • Earth & Environmental Sciences, Los Alamos National Laboratory, Los Alamos, NM, USA
  • School of Mining and Geosciences, Nazarbayev University, Nur-Sultan, 010000, Kazakhstan
autor
  • Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang 110819, PR China
Bibliografia
  • [1] Mathews, K.E., Hoek, E., Wyllie, D.C. and Stewart, S.B.V. Prediction of stable excavation spans at depths below 1000m in hard rock mines. CANMET Report 1981 DSS Serial No. OSQ80-00081.
  • [2] Potvin Yves. Empirical open stope design in Canada. PhD dissertation. Vancouver, Canada: University of British Columbia; 1988.
  • [3] Nickson SD. Cable support guidelines for underground hard rock mine operations. PhD dissertation. Vancouver, Canada: University of British Columbia; 1992.
  • [4] Hadjigeorgiou J, Leclair J, Potvin Y. An update of the Stability Graph method for open stope design. 97th CIM-AGM. Rock mechanics and strata control session. Halifax: Nova Scotia; 1995.
  • [5] Suorineni FT. Effects of faults and stress on open stope design. PhD thesis. Ontario, Canada: University of Waterloo; 1998.
  • [6] Diederichs MS, Kaiser PK. Rock instability and risk analyses in open stope mine design. Can Geotech J 1996 Jul 2;33(3):431e9.
  • [7] Mitri HS, Hughes R, Zhang Y. New rock stress factor for the Stability Graph method. Int J Rock Mech Min Sci 2011 Jan 1; 48(1):141e5.
  • [8] Mawdesley C, Trueman R, Whiten WJ. Extending the Mathews stability graph for openestope design. Min Technol 2001 Apr 1;110(1):27e39.
  • [9] Suorineni FT, Kaiser PK, Tannant DD. Likelihood statistic for interpretation of the Stability Graph for open stope design. Int J Rock Mech Min Sci 2001 Jul 1;38(5):735e44.
  • [10] Adoko AC, Saadaari F, Mireku-Gyimah D, Imashev A. A feasibility study on the implementation of neural network classifiers for open stope design. Geotech Geol Eng 2022 Feb; 40(2):677e96.
  • [11] Suorineni FT. Letter to the editor Comments regarding the paper ‘factors influencing overbreak in the barkers orebody, Kundana gold mine: narrow vein case study. Min Technol: IMM Transactions section A 2011;120(4):185e9.
  • [12] Papaioanou A, Suorineni FT. Development of a generalised dilution-based Stability Graph for open stope design. Min Technol 2016 Apr 2;125(2):121e8.
  • [13] Clark LM, Pakalnis RC. An empirical design approach for estimating unplanned dilution from open stope hangingwalls and footwalls. 1997. 99th CIM-AGM. Vancouver, Cd-Rom.
  • [14] Laubscher DH. A geomechanics classification system for the rating of rock mass in mine design. J S Afr Inst Min Metall 1990 Oct 1;90(10):257e73.
  • [15] Suorineni F, Papaioanou A, Baird L, Hines D. A dilutionbased Stability Graph for open stope design. In: Proceedings of the 7th international conference and exhibition on mass mining. Sydney: The Australasian Institute of Mining and Metallurgy; 2016. p. 511e22.
  • [16] Barton N, Lien R, Lunde JJ. Engineering classification of rock masses for the design of tunnel support. Rock Mech 1974 Dec;6:189e236.
  • [17] Scoble MJ, Moss A. Dilution in underground bulk mining: implications for production management. Geological Society, London, Special Publications 1994;79(1):95e108.
  • [18] Madenova Y, Suorineni FT. On the question of original versus modified Stability Graph factorsea critical evaluation. Min Technol 2020 Jan 2;129(1):40e52.
  • [19] Bawden W, Milne D, Nantel J. Practical rock engineering in the optimization of stope dimensions-application and costeffectiveness. Cim Bull 1988, March;81(911). 72-72. 3400 de maisonneuve blvd w, ste 855, Montreal, Canada: canadian inst mining metallurgy petroleum.
  • [20] Mawdesley C. Predicting rock mass cavability in block caving mines. PhD thesis. Brisbane, Australia: The University of Queensland; 2002.
  • [21] Suorineni FT. The Stability Graph after three decades in use: experiences and the way forward. Int J Min Reclamat Environ 2010 Dec 1;24(4):307e39.
  • [22] Vallejos JA, Miranda R, Burgos L, Perez E. Development of new design tools for open stoping underground mines. In ARMA US rock mechanics/geomechanics symposium 2017 Jun 25 (pp. ARMA-2017). Arma.
  • [23] Stewart PC, Trueman R. The Extended Mathews Stability Graph : quantifying case history requirements and sitespecific effects. CIM.
  • [24] Brown ET, Hoek E. Underground excavations in rock. CRC Press; 1980 Jun 30.
  • [25] Trueman R, Mawdesley C. Predicting cave initiation and propagation. Cim Bull 2003 Jan 1;96(1071):54e9.
  • [26] Suorineni FT, Tannant DD, Kaiser PK. Determination of fault-related sloughage in open stopes. Int J Rock Mech Min Sci 1999 Oct 1;36(7):891e906.
  • [27] Suorineni FT, Tannant DD, Kaiser PK. Fault factor for the Stability Graph method of open-stope design. In: Transactions of the Institution of Mining and Metallurgy Section A-Mining Industry. 108; 1999 May 1. A92e104.
  • [28] Suorineni FT, Tannant DD, Kaiser PK, Dusseault MB. Incorporation of a fault factor into the Stability Graph method: kidd mine case studies. Miner Resour Eng 2001 Mar;10(1):3e7.
  • [29] Tannant DD, Diederichs MS. Cablebolt optimization in# 3 mine. Report to shawn seldon, kidd mine division, Timmins, Ontario, Canada. 1997.
  • [30] Stewart SV, Forsyth WW. The Mathew’s method for open stope design. Cim Bull 1995;88(992):45e53.
  • [31] Pakalnis RT. Empirical stope design at the ruttan mine, sherritt gordon mines Ltd. Doctoral dissertation, University of British Columbia.
  • [32] Suorineni FT, Dusseault MB, Brummer RK. Probabilistic risk and reliability evaluation of ground control practices in underground mining: the safety and economic implications. In The 35th US symposium on rock mechanics (USRMS) 1995 Jun 5. OnePetro.
  • [33] Milne D, Pakalnis R, Grant D, Sharma J. Interpreting hanging wall deformation in mines. Int J Rock Mech Min Sci 2004 Oct 1;41(7):1139e51.
  • [34] Le Roux PJ, Brentley KR. Time-dependent failure of open stopes at Target Mine. In: ISRM AfriRock-Rock Mechanics for Africa. ISRM-AFRIROCK; 2017 Oct 3. ISRM.
  • [35] Dunne K, Pakalnis RC. Dilution aspects of a sublevel retreat stope at Detour Lake Mine. In: Rock mechanics tools and techniques; 1996. p. 305e13.
  • [36] Brown TR. Mount Polley underground stope stability review. Technical Memorandum; 2016. https://imperialmetals.com/ assets/docs/underground-stope-stabilty-review.pdf. [Accessed 5 May 2024]. 14 JOURNAL OF SUSTAINABLE MINING 2025;24:1e14 RESEARCH
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-16b4456f-8615-4889-8d36-a944c99df030
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