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Discrete Element Modelling of Rock Cutting

  • Jerzy Rojek
  • Eugenio Oñate
  • Carlos Labra
  • Hubert Kargl
Chapter
Part of the Computational Methods in Applied Sciences book series (COMPUTMETHODS, volume 25)

Abstract

This paper presents numerical modelling of rock cutting processes. The model consists of a tool-rock system. 3D geometry is considered in the model. The rock is modelled using the discrete element method, which is suitable to study problems of multiple material fracturing like that of rock cutting. The paper presents brief overview of the theoretical formulation and calibration of the discrete element model by simulation of the unconfined compressive strength (UCS) and indirect tension (Brazilian) tests. Numerical examples illustrate the paper. Rock cutting processes typical for underground excavation using both roadheader and TBM cutting tools are simulated. Numerical results are compared with the available experimental data.

Keywords

Discrete Element Discrete Element Method Contact Stiffness Tunnel Boring Machine Normal Contact Force 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer Science+Business Media B.V. 2011

Authors and Affiliations

  • Jerzy Rojek
    • 1
  • Eugenio Oñate
    • 2
  • Carlos Labra
    • 2
  • Hubert Kargl
    • 3
  1. 1.Institute of Fundamental Technological ResearchPolish Academy of SciencesWarsawPoland
  2. 2.International Center for Numerical Methods in Engineering (CIMNE)Universidad Politécnica de CataluñaBarcelonaSpain
  3. 3.Sandvik Mining and Construction GmbHZeltwegAustria

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