Load-settlement modelling of axially loaded drilled shafts using CPT-based recurrent neural networks

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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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Bibliographic Details
Main Author:	Shahin, Mohamed
Format:	Journal Article
Published:	American Society of Civil Engineers 2014
Subjects:	Geotechnical modeling Recurrent neural networks Load–settlement Bored piles Drilled shafts
Online Access:	http://hdl.handle.net/20.500.11937/17899

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