Geotechnical and Geological Engineering

, Volume 34, Issue 4, pp 1257–1265 | Cite as

Determination of Optimum Tool for Efficient Rock Cutting

  • Pijush Samui
  • Rahul Kumar
  • Pradeep Kurup
Technical note


In order to meet the growing expectations of the society and to keep people, goods and resources on the move, the development of new high capacity infrastructures for transportation and power generation has become inevitable. This necessitates the development of tunnels in order to facilitate the running of high-speed metro trains, hydro power generation, fresh water supply, irrigation, sewage facilities and so on. Rock cutting is quite common for construction of tunnel. The proposed study will be tried to establish a numerical framework that is capable of modeling the process of rock cutting based on Finite Element Method (FEM) code ANSYS. The key parameters in FEM include material and shape of the cutting tool, cutting angle, cutting depth, velocity of attack on the rock, friction between cutting tool and rock surface. The analysis shows that that these parameters significantly affect the efficiency of rock cutting. This article gives an optimum configuration of tool for efficient rock cutting.


Finite element method Dynamic rock cutting Tunneling Fracture Chip formation ANSYS 


  1. Boone TJ, Wawrzynek PA, Ingraffea AR (1987) Finite element modeling of fracture propagation in orthotropic materials. Int J Eng Fract Mech 26(2):185–201CrossRefGoogle Scholar
  2. Chen CS, Pan E, Amadei B (1998) Fracture mechanics analysis of cracked discs of anisotropic rock using the boundary element method. Int J Rock Mech Min Sci 35(2):195–218CrossRefGoogle Scholar
  3. Clough RW (1960) The finite element method in plane stress analysis. In: Proceedings, second ASCE conference electronic computation, Pittsburg, PA, pp 32–41Google Scholar
  4. Done J, Huerta A (2003) Finite element methods for flow problems. Wiley, New YorkCrossRefGoogle Scholar
  5. Evans I (1965) The force required for pointed attacks picks. Int J Min Eng 2:63–71CrossRefGoogle Scholar
  6. Huang H, Detournay E (2008) Intrinsic length scales in tool–rock interaction. Int J Geomech 8:39–44CrossRefGoogle Scholar
  7. Jing L (2003) A review of techniques, advances and outstanding issues in numerical modeling for rock mechanics and rock engineering. Int J Rock Mech Min Sci 40(3):283–353CrossRefGoogle Scholar
  8. Kreiss HO, Scherer G (1974) Finite element and finite difference methods for hyperbolic partial differential equations. Academic Press, New YorkCrossRefGoogle Scholar
  9. Lei S, Kaitekay P, Shen X (2004) Simulation of rock cutting using distinct element method-PFC2D, numerical modelling in micromechanics via particle methods. Shimizu, Hart and Cundall Taylor and Francis Group, LondonGoogle Scholar
  10. Li C, Nordlund E (1993) Deformation of brittle rocks under compression with particular reference to microcracks. Mech Mater 15:223–239CrossRefGoogle Scholar
  11. Łodygowski T, Sumelka W (2006) Limitations in application of the finite element method in acoustic numerical simulations. J Theor Appl Mech 44(4):849–865Google Scholar
  12. Menezes PL, Lovell MR, Avdeev IV, Lin JS, Higgs CF (2014) Studies on the formation of discontinuous chips during rock cutting using an explicit finite element model. Int J Adv Manuf Technol 70(1–4):635–648CrossRefGoogle Scholar
  13. Michael B (2013) Fracture mechanics and crack propagation analysis using ANSYS v14.5Google Scholar
  14. Nayroles B, Touzot G, Villon P (1992) Generalizing the finite element method: diffuse approximation and diffuse elements. Comput Mech 10(5):307–318CrossRefGoogle Scholar
  15. Nishimatsu Y (1972) The mechanics of rock cutting. Int J Rock Mech Min Sci Geomech 9:261–270CrossRefGoogle Scholar
  16. Pande GN, Beer G, Williams JR (1990) Numerical methods in rock mechanics, 4th edn. Wiley, New YorkGoogle Scholar
  17. Rojek J (2007) Discrete element modeling of rock cutting. Comput Methods Mater Sci 7:224–230Google Scholar
  18. Shenghua Y (2004) Simulation of rock cutting by the finite element method. In: International ANSYS conference proceedings, ANSYS Inc., New York, US, pp 61–71Google Scholar
  19. Tan XC, Kou SQ, Lindqvist PA (1998) Application of the DDM and fracture mechanics model on the simulation of rock breakage by mechanical tools. Eng Geol 49:277–284CrossRefGoogle Scholar
  20. Tang CA (1997) Numerical simulation of progressive rock failure and associated seismicity. Int J Rock Mech Min Sci 34:249–262CrossRefGoogle Scholar
  21. Trochu F (1992) Limitations of a boundary-fitted finite difference method for the simulation of the resin transfer molding process. J Reinf Plast Compos 11(7):772–786CrossRefGoogle Scholar

Copyright information

© Springer International Publishing Switzerland 2016

Authors and Affiliations

  1. 1.Department of Civil EngineeringNIT PatnaPatnaIndia
  2. 2.School of Mechanical and Building SciencesVIT UniversityVelloreIndia
  3. 3.Department of Civil and Environmental EngineeringUniversity of Massachusetts LowellLowellUSA

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