APPLICATION OF "STRESS" PROGRAMME TO THE CALCULATION OF TUNNEL LININGS

PRIMJENA PROGRAMA "STRESS" U PRORACUNU TUNELSKIH OBLOGA

The calculation of tunnel linings using the traditional methods of statics is tedious. This is avoided if general "stress" programmes are used. This possibility is illustrated on the basis of traditional calculation presupposition and of the rock mass action simulated by fictitious bents. The article begins with some elementary notions of calculating tunnel linings, expounding the basic principles of traditional calculation in structural statics. It ends with some general considerations and a practical example of the "stress" programme application. /TRRL/

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  • Corporate Authors:

    Druste za Ceste Hrvatske

    U1 Janka Rukuse 1
    Zagreb, Croatia,   Yugoslavia 
  • Authors:
    • Doljanski, M
  • Publication Date: 1977-6

Language

  • Undetermined

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 181-189
  • Serial:
    • CESTE I MOSTOVI
    • Volume: 23
    • Issue Number: 6
    • Publisher: HRVATSKO DRUSTVO ZA CESTE
    • ISSN: 0411-6380

Subject/Index Terms

Filing Info

  • Accession Number: 00165644
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Analytic
  • Files: ITRD, TRIS
  • Created Date: Mar 14 1978 12:00AM