Numerical study of wall behaviour for excavations in stiff clay
A major consideration in the design of excavation systems is the behavior of the retaining wall system. The objective of this project is to study the influence of soil parameters, wall stiffness, wall embedment depth (D), clay thickness under excavation (T), number of struts and the location of firs...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2014
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| Online Access: | http://hdl.handle.net/10356/60078 |