3D finite element analysis of braced excavation
Most of the deep excavation project is modelled and analysed by using 2-Dimensional (2D) finite element analysis (FEA), with plane strain assumption. However, in the real construction project, due to the space constraint, the geometry of the excavation is usually non-symmetry. The focus of this st...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2018
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| Online Access: | http://hdl.handle.net/10356/75212 |