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Rock Mass Excavatability Estimation using Artificial Neural Network


Affiliations
1 Department of Mining Engineering, Urmia University, Urmia, Iran, Islamic Republic of
2 Department of Mining Engineering, Urmia University of Technology, Urmia, Iran, Islamic Republic of
3 Mechanical Engineering, Urmia University of Technology, Urmia, Iran, Islamic Republic of
     

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One important decision in design of surface mine is the selection of mine equipment and plant. Demand for mechanical excavation is growing in mining industry because of its high productivity and excavation in large scale with lower costs. Several models have been developed over the years to evaluate the ease of excavation and machine performance against rock mass properties. Due to complexity of excavation process and large number of effective parameters, approaches made for this purpose are essentially empirical. There are many uncertainties in results of these models. An attempt is made in this paper to revise the exisiting models. Neural network models for estimation of rock mass excavatability and production rate of VASM-2D excavating machine at Limestone quarry in Retznei, Austria, is presented. Input parameters of this model are Uniaxial compressive strength, tensile strength and discontinuities spacing of rocks. Output is the specific excavation rate per power consumption (bcm/Kwh) as the productivity indicator. Average of deviation between actual data and results estimated by neural network model was only 15% which is in an acceptable range.

Keywords

Rock Mass Excavatability, Artificial Neural Network, Retznei, Austria.
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  • BASARIR, H. and KARPUZ, C. (2004) A rippability classification system for marls in lignite mines. Engg. Geol., v.74, pp.303-318.
  • CATERPILLAR TRACTOR COMPANY (1980) Caterpillar performance handbook, Edition 11.
  • COPUR, H., ROSTAMI, J., OZDEMIR, L. and BILGIN, N. (1997) Studies on Performance Prediction of Roadheaders Based on Field Data in Mining and Tunneling Project. Int. 4th Mine Mechanization and Automation Symp., Brisbane, Australia, 4A1-4A7.
  • FRANKLIN, J.A., BROCH, E. and WALTON, G. (1971) Logging the mechanical character of rock. Inst. Min. Metall., pp.A1-A51.
  • GOKTAN, R.M. and ESKIKAYA, S. (1991) Prediction of ripping machine performance in terms of rock mass properties. Civil Engg S. Africa, v.31(1), pp.13-24.
  • HADJIGEORGIOU, J. and SCOBLE, M.J. (1998) Prediction of digging performance in mining. Internat. Jour. Surface Min., pp.237-244.
  • HAGAN, M.T., DEMUTH, H.B. and JESUS, O.D. (2002) An Introduction to the Use of Neural Networks in control Systems. Internat. Jour. obust and Nonlinear Control, v.12, pp.959-985.
  • KARPUZ, C., PASAMEHMETOGLU, A.G., BOZDAG, T. and MUFTUOGLU, Y.V. (1990) Rippability assessment in surface coal mining. In: Proceedings of the fourth international symposium on mine planning and equipment selection, Calgary. Rotterdam, Balkema, pp.315-322.
  • KIRSTEN, H.A.D. (1983) Efficient use on construction of tractor mounted rippers. Civil Engg. S Africa, pp.247-264.
  • MACGREGOR, F., FELL, R., MOSTYN, G.R., HOCKING, G. and NALLY, G. (1994) The estimation of rock rippability. Quart. Jour. Engg. Geol., v.27, pp.123-144.
  • MCCULLOCH, W.S. and PITTS, W. (1943) A Logical Calculus in the Ideas Immanent in Nervous Activity. Bull. Math. Biophys., pp.115-133.
  • MINTY, E.J. and KEARNS, G.K. (1983) Rock mass workability. Hydrogeology and Environmental Geology Spec. Publ., v.11.
  • ROSENBLATT, F. (1958) The Perceptron: A Probabilistic Model for Information Storage and Organization in the Brain. Psychol. Rev., v.68, pp.386-408.
  • SCOBLE, M.J. and MUFTUOGLU, Y.V. (1984) Derivation of a diggability indexfor surface mine equipment selection. Min. Sci. Tech., v.1, pp.305-322.
  • SINGH, R.N., DENBY, B., EGRETLI, I. and PAHTAN, A.G. (1986) Assessment of ground rippability in opencast mining operations. Min. Mag., Univ. Nottingham, v. 38, pp.21-34.
  • SMITH, H.J. (1986) Estimating rippability by rock mass classification. In: Proc. 27th US symposium on rock mechanics, University of Alabama; pp.443-448.
  • STEFEN, M. et al. (1997). Well_log correlation using a back propagation neural network. Mathematical Geol., v.29(3), pp.413-425.
  • SUSENO, K. (1996) The influence of rock mass and intact rock properties on the design of surface mines with particular reference to the excavatability of rock. PhD thesis, University of Curtin.
  • WEAVER, J.M. (1975) Geological factors significant in the assessment of rippability. Civil Engg. South Africa, v.17(12), pp.313-316.

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  • Rock Mass Excavatability Estimation using Artificial Neural Network

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Authors

Sajad Haghir Chehreghani
Department of Mining Engineering, Urmia University, Urmia, Iran, Islamic Republic of
Aref Alipour
Department of Mining Engineering, Urmia University of Technology, Urmia, Iran, Islamic Republic of
Mehdi Eskandarzade
Mechanical Engineering, Urmia University of Technology, Urmia, Iran, Islamic Republic of

Abstract


One important decision in design of surface mine is the selection of mine equipment and plant. Demand for mechanical excavation is growing in mining industry because of its high productivity and excavation in large scale with lower costs. Several models have been developed over the years to evaluate the ease of excavation and machine performance against rock mass properties. Due to complexity of excavation process and large number of effective parameters, approaches made for this purpose are essentially empirical. There are many uncertainties in results of these models. An attempt is made in this paper to revise the exisiting models. Neural network models for estimation of rock mass excavatability and production rate of VASM-2D excavating machine at Limestone quarry in Retznei, Austria, is presented. Input parameters of this model are Uniaxial compressive strength, tensile strength and discontinuities spacing of rocks. Output is the specific excavation rate per power consumption (bcm/Kwh) as the productivity indicator. Average of deviation between actual data and results estimated by neural network model was only 15% which is in an acceptable range.

Keywords


Rock Mass Excavatability, Artificial Neural Network, Retznei, Austria.

References