Load-settlement modeling of axially loaded steel driven piles using CPT-based recurrent neural networks
The design of pile foundations requires good estimation of the pile load-carrying capacity and settlement. Design for bearing capacity and design for settlement have been traditionally carried out separately. However, soil resistance and settlement are influenced by each other and design of pile fou...
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| Format: | Journal Article |
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Japanese Geotechnical Society
2014
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| Online Access: | http://hdl.handle.net/20.500.11937/35054 |