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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格式: | Final Year Project |
語言: | English |
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2009
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在線閱讀: | http://hdl.handle.net/10356/15883 |
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機構: | Nanyang Technological University |
語言: | English |