NUMERICAL MODELLING OF THE OVERBURDEN DEFORMATIONS

The main goal of the paper is focused on the application and verification of suitable mathematical models of the effect of supporting measures on the reduction of overburden deformations. Three partial tasks have been prepared to study the behaviour of the models: reduction of the tunnelling effects on the Minorits' monastery by means of jet-grouting curtain; behaviour of the Hvizd'alka backfilled tunnel; numerical analysis of the supporting measures with effect on the tunnel deformation of the Prague road tunnel Mrazovka.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/3000091696
• Corporate Authors:

  Swiss Federal Institute of Technology Zurich

  Institute for Geotechnical Engineering
  Zurich,   Switzerland  8093
• Authors:
  • Bartak, J
  • Pruska, J
  • Hilar, M
• Conference:
  • Planning and Engineering for the Cities of Tomorrow. Second International Conference on Soil Structure Interaction in Urban Civil Engineering
  • Location: Zurich, Switzerland
  • Date: 2002-3-7 to 2002-3-8
• Publication Date: 2002

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 159-164

Subject/Index Terms

• TRT Terms: Backfilling; Deformation; Grouting; Mathematical models; Overburdens; Tunnel supports; Tunnels
• Geographic Terms: Prague (Czech Republic)
• Subject Areas: Bridges and other structures; Construction; Geotechnology; Highways;

Filing Info

• Accession Number: 00930480
• Record Type: Publication
• ISBN: 3000091696
• Files: TRIS
• Created Date: Sep 5 2002 12:00AM