Influence of diaphragm wall installation in overconsolidated sandy clays on in situ stress disturbance and resulting wall deformations
Numerical modeling of deep excavations becomes a standard practice in modern geotechnical engineering. A detailed numerical model for a given case is able to reproduce major effects of soil-structure interaction by taking into account any kind of drainage conditions, strong stiffness variation due t...
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| Format: | Article |
| Language: | English |
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Sciendo
2016-09-01
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| Series: | Annals of Warsaw University of Life Sciences, Land Reclamation |
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| Online Access: | http://www.degruyter.com/view/j/sggw.2016.48.issue-3/sggw-2016-0019/sggw-2016-0019.xml?format=INT |