FINITE ELEMENT ANALYSIS FOR LONG TERM-SETTLEMENTS DUE TO AN UNDERGROUND EXCAVATION
A special numerical application of the coupled consolidation theory in the case of an underground excavation is presented. The method could deal with elastoplastic problems. An application of the method in a real underground excavation is presented and the analysis results are compared with the measured.
-
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:
- Drakos, I S
- Tsotsos, S
- Hatzigogos, T
-
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. 255-262
Subject/Index Terms
- TRT Terms: Case studies; Elastoplasticity; Excavation; Finite element method; Mathematical analysis; Measurement; Settlement (Structures)
- Uncontrolled Terms: Coupled consolidation theory
- Subject Areas: Construction; Geotechnology; Highways; Public Transportation;
Filing Info
- Accession Number: 00930487
- Record Type: Publication
- ISBN: 3000091696
- Files: TRIS
- Created Date: Sep 5 2002 12:00AM