Load-settlement modelling of axially loaded drilled shafts 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 the design of pil...
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| Format: | Journal Article |
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American Society of Civil Engineers
2014
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| Online Access: | http://hdl.handle.net/20.500.11937/17899 |