Contribution to kinematic and inertial analysis of piles by analytical and experimental methods
The problem of pile - soil interaction is examined in the Thesis at hand by means of both theoretical analyses and experimental investigations. Pile foundations in seismically prone areas are subjected to both direct loading, such as axial and lateral forces imposed at their heads, resulting from a...
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| Language: | en |
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2015
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| Online Access: | http://hdl.handle.net/10889/8389 |