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.
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Availability:
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Corporate Authors:
Swiss Federal Institute of Technology Zurich
Institute for Geotechnical Engineering
Zurich, Switzerland 8093 -
Authors:
- Bartak, J
- Pruska, J
- Hilar, M
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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