Design of tunnel reinforcement can be enhanced using numerical modelling. It was found that in some instances discontinuum analysis works better than continuum analysis and that using the discrete element method can render a more correct solution to tunnelling in rock masses.

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  • Corporate Authors:

    Morgan-Grampian (Construction Press) Limited

    Morgan-Grampian House, 30 Calderwood Street
    London SE18 6QH,   England 
  • Authors:
    • Barton, N
    • Makurat, A
    • Grinstad, E
  • Publication Date: 1990-7

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Filing Info

  • Accession Number: 00497157
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Sep 30 1990 12:00AM