ANALYSIS OF EXCAVATION-INDUCED DEFORMATION WITH DIFFERENT SOIL MODELS
The monitored case of deep excavation works located in the centre of Warsaw is described and back analysed as a boundary value problem with the finite element method. The excavation was carried out in over-consolidated clayey layers under the support of braced diaphragm walls. Accurate simulation o...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Gdańsk University of Technology
2010-10-01
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| Series: | TASK Quarterly |
| Subjects: | |
| Online Access: | https://journal.mostwiedzy.pl/TASKQuarterly/article/view/1984 |