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Open pit slope stability analysis in soft rock formations at Thar Coalfield Pakistan

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Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Slope Stability Analysis is one of the main aspects of Open-pit mine planning because the calculations regarding the stability of slopes are necessary to assess the stability of the open pit slopes together with the financial feasibility of the mining operations. This study was conducted to analyse the effect of groundwater on the shear strength properties of soft rock formations and determine the optimum overall slope angle for an open pit coal mine at Thar Coalfield, Pakistan. Computer modelling and analysis of the slope models were performed using Slide (v. 5.0) and Phase2 (v. 6.0) software. Integrated use of Limit Equilibrium based Probabilistic (LE-P) analysis and Finite Element Method (FEM) based shear strength reduction analysis was performed to determine the safe overall slope angle against circular failure. Several pit slope models were developed at different overall slope angles and pore-water pressure ratio (Ru) coefficients. Each model was initially analysed under dry conditions and then by incorporating the effect of pore-water pressure coefficients of Ru = 0.1, 0.2, and 0.3 (partially saturated); finally, the strata were considered to be fully saturated. It was concluded that at an overall slope angle of 29 degrees, the overall slope will remain stable under dry and saturated conditions for a critical safety factor of 1.3.
Rocznik
Strony
437--454
Opis fizyczny
Bibliogr. 32 poz., fot., rys., tab., wykr.
Twórcy
  • Mehran University of Engineering and Technology, Department of Mining Engineering, Jamshoro, Pakistan
  • Mehran University of Engineering and Technology, Department of Mining Engineering, Jamshoro, Pakistan
  • Mehran University of Engineering and Technology, Department of Mining Engineering, Jamshoro, Pakistan
  • Mehran University of Engineering and Technology, Department of Mining Engineering, Jamshoro, Pakistan
  • Mehran University of Engineering and Technology, Department of Mining Engineering, Jamshoro, Pakistan
Bibliografia
  • [1] H. Chiwaye, T. Stacey, A comparison of limit equilibrium and numerical modelling approaches to risk analysis for open pit mining. Journal of the Southern African institute of Mining and Metallurgy 110, 10, 571-580 (2010).
  • [2] J. Sjöberg, Large scale slope stability in open pit mining: a review. Luleå tekniska universitet, 1996.
  • [3] K.A. Mahdi Nekouei, Modified stability charts for rock slopes based on the hoek-brown failure criterion. Archives of Mining Sciences 58, 3, 747-766 (2013). DOI: https://doi.org/10.2478/amsc-2013-0052
  • [4] J.D.St George, Probabilistic methods applied to slope stability analysis. ResearchSpace@ Auckland, 1991.
  • [5] M.G. Navid Hosseini, Investigating the slope stability based on uncertainty by using fuzzy possibility theory. Archives of Mining Sciences 59, 1, 179-188 (2014). DOI: https://doi.org/10.2478/amsc-2014-0013.
  • [6] S. Priest, E. Brown, Probabilistic stability analysis of variable rock slopes. Transactions of the Institution of Mining and Metallurgy, Section A: Mining Industry, IMM 92, A1-A12 (1983).
  • [7] R. Halatchev, D. Gabeva, Probabilistic analysis of seismic impact on open pit slope stability, International Journal of Mining, Reclamation and Environment 31, 3, 167-186 (2017).
  • [8] T. Sullivan, Hydromechanical coupling and pit slope movements. [In:] Proceedings of the 2007 International Symposium on Rock Slope Stability in Open Pit Mining and Civil Engineering, 2007: Australian Centre for Ge omechanics, pp. 3-43.
  • [9] T.-H. Yang, F.-C. Zhang, Q.-L. Yu, M.-F. Cai, H.-Z. Li, Research situation of open-pit mining high and steep slope stability and its developing trend [J]. Rock and Soil Mechanics 5 (2011).
  • [10] A. Pathan, R. Singh, R. Stace, Geotechnical Assessment of Block VIII at Thar Coalfield, Pakistan, in 23rd World Mining Congress, pp. 11-15. Montreal, Canada, 2013.
  • [11] D. Griffiths ,G. A. Fenton, Probabilistic slope stability analysis by finite elements, Journal of Geotechnical And Geoenvironmental Engineering 130, 5, 507-518 (2004).
  • [12] T. Stacey, Y. Xianbin, R. Armstrong, G. Keyter, New slope stability considerations for deep open pit mines. Journal of the Southern African Institute of Mining and Metallurgy 103, 6, 373-389 (2003).
  • [13] C. Carranza-Torres, Analysis and design of slopes for Rajo Sur, an open pit mine next to the subsidence crater of El Teniente mine in Chile.
  • [14] M.E. Popescu, A.C. Trandafir, A. Federico, Risk Assessment of Slope Instability Related Geohazards. [In:] Numerical Methods for Reliability and Safety Assessment: Springer, 243-269 (2015).
  • [15] R.N. Singh, A.G. Pathan, D.J. Reddish, A.S. Atkins, Geotechnical appraisal of the Thar open cut mining project 2011.
  • [16] R. Hammah, T. Yacoub, J. Curran, Probabilistic slope analysis with the finite element method, 2008.
  • [17] H. El-Ramly, N. Morgenstern, D. Cruden, Probabilistic assessment of stability of a cut slope in residual soil. Geotechnique 55, 1, 77-84 (2005).
  • [18] E. Eberhardt, Rock slope stability analysis-utilization of advanced numerical techniques. Earth and Ocean scienes at UBC, 2003.
  • [19] Y. Daiatana, D. Fredlund, W. Stolte, A probabilistic slope stability analysis using deterministic computer software. [In:] Conference on probabilistic methods in geotechnical engineering 267-274, (1993).
  • [20] I. Siddiqui, S.H. Solangi, M.K. Samoon, M.H. Agheem, Preliminary studies of cleat fractures and matrix porosity in Lakhra and Thar coals, Sindh, Pakistan. Journal of Himalayan Earth Sciences 44, 2, 25-32 (2011).
  • [21] F.I. Siddiqui et al., Lignite resource estimations and seam modeling of Thar Field, Pakistan. International Journal of Coal Geology 140, 84-96 (2015).
  • [22] T.C. a. E.B. (TCEB), Thar Coal – A new horizon for investment in Pakistan. Sindh, Pakistan 1. January (2020).
  • [23] G. RWE Power International, Thar mining project, bankable feasibility study and site assessment report., Sindh Coal Authority, Province Sindh, Pakistan, 1, December 2004.
  • [24] A. Pathan, R. Singh, A. Shah, Hydrogeological Studies and The Design of Mine Dewatering System for the Proposed Open Cut Lignite Mine at Thar, Pakistan.
  • [25] R. Singh, R. Stace, A. Pathan, A. Doulati, A. Atkins, Hydrogeological assessment of the Thar lignite prospect. [In:] International Mine Water Association (IMWA) 2010 Conference 2010: CBU Press, 441-445. (2010).
  • [26] R. Singh, A. Atkins, A. Pathan, Determination of ground water quality associated with lignite mining in arid climate, (2010).
  • [27] E.T. Brown, Rock characterization, testing & monitoring: ISRM suggested methods, (1981).
  • [28] ASTM D5607-02 Standard Test Method for Performing Laboratory Direct Shear Strength Tests of Rock Specimens Under Constant Normal Force, W. C. ASTM International, PA, (2002).
  • [29] Standard Test Method for Performing Laboratory Direct Shear Strength Tests of Rock Specimens Under Constant Normal Force, A. International, (2016). [Online]. Available: https://www.astm.org/d5607-16.html.
  • [30] A. D-02, Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. ed: ASTM International USA, (2002).
  • [31] Rocscience. Probabilistic Analysis Tutorial, (2020).
  • [32] R. N. Singh, A. ATKINS, A.G. Pathan, Water resources assessment associated with lignite operations in Thar, Sindh, Pakistan. Archives of Mining Sciences 55, 3, 425-440 (2010).
Uwagi
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Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5881a060-2f92-4d15-98ea-9db3823acb00
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