Assessment of basal heave stability for deep excavation
In this study, PLAXIS finite element software with shear strength reduction method (SSR) will be used and plane strain (2-dimensional) model will be applied to examine the parameters that affect the stability of braced excavation in clays. The parameters considered are thickness of the soft clay lay...
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| Format: | Final Year Project (FYP) |
| Language: | English |
| Published: |
2013
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| Online Access: | http://hdl.handle.net/10356/53809 |