Load-settlement modeling of axially loaded steel driven piles using CPT-based recurrent neural networks

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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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Bibliographic Details
Main Author:	Shahin, Mohamed
Format:	Journal Article
Published:	Japanese Geotechnical Society 2014
Subjects:	Pile foundations modelling load-settlement recurrent neural networks
Online Access:	http://hdl.handle.net/20.500.11937/35054

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