Analytical study of methods to reduce excavation-induced movements
In this project, both two-dimensional and three-dimensional analyses were carried out using the finite element method to evaluate the performance of braced excavation systems in soft clay deposit. Wall systems of different stiffness were considered. Plane Strain Ratio (PSR) is used to compare the tw...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2012
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| Online Access: | https://hdl.handle.net/10356/79671 http://hdl.handle.net/10220/7459 |