EFFECTS OF INADEQUATE APPLICATION OF PRIMARY SUPPORT MEASURES TO SHALLOW TUNNELS

The aim of this paper is to determine the effects to the design and the final lining of shallow tunnels, resulting from inadequate application of primary support measures. The case presented corresponds to a shallow tunnel penetrating a very poor rock mass. During construction excessive bodily settlements were observed producing a relaxation of the surrounding rock mass. Based on an in-situ examination this was mainly due to the poor foundation of the steel sets. Back-analyses have been carried out, firstly, to verify this assumption, while on a second step the mechanism of weak foundation has been incorporated in the numerical analysis in order to estimate anticipated growth of obtained stresses. Based on the results the support measures of the bench have been adjusted accordingly, while the final lining has also been reinforced to withstand additional loading resulting from the relaxation of the surrounding rock mass.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 241-248

Subject/Index Terms

Filing Info

  • Accession Number: 00930485
  • Record Type: Publication
  • ISBN: 3000091696
  • Files: TRIS
  • Created Date: Sep 5 2002 12:00AM