Finite element analysis of anchored sheet-pile wall
For anchored sheet pile walls, the classical method of determining depth of penetration can be done using limit equilibrium. It uses log-spiral graphs to determine the appropriate KAH and KPH values with δ=0.66φ. These values are used for the horizontal pressures, which in turn allow horizontal forc...
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| Format: | Final Year Project (FYP) |
| Language: | English |
| Published: |
2009
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| Online Access: | http://hdl.handle.net/10356/15883 |