Hydraulic gradient similitude method for geotechnical modelling of pile group subjected to static lateral load
The thesis considers the problem of vertical pile group response to lateral static loads. There are various solutions available for single pile response to lateral loads. These solutions have been verified against a large database obtained from field experiments and model experiments. For pi...
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| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/2429/3450 |