STABILITY OF TUNNELS UNDER ROCK LOAD - PART 1

THE MAIN FEATURES OF THE NEW AUSTRIAN TUNNELLING METHOD AND ITS THEORETICAL AND PRACTICAL DEVELOPMENT DURING THE LAST THREE YEARS ARE DESCRIBED. NEW PRINCIPLES FOR THE DESIGN OF LININGS ON THE BASIS OF FAILURE ARE EXPLAINED AND PROVED BY MODEL TESTS. FURTHER EXAMPLES ARE GIVEN OF THE RECENT SUCCESSFUL APPLICATION OF THE METHOD. /AUTHOR/

  • Authors:
    • Rabcewicz, L V
  • Publication Date: 1969-6

Media Info

  • Features: Figures; Photos;
  • Pagination: p. 225-9
  • Serial:
    • Volume: 21
    • Issue Number: 6

Subject/Index Terms

Filing Info

  • Accession Number: 00236992
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Files: TRIS
  • Created Date: Jun 12 1973 12:00AM