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dc.contributor.authorShahin, Mohamed
dc.identifier.citationShahin, Mohamed. 2010. Intelligent computing for modeling axial capacity of pile foundations. Canadian Geotechnical Journal. 47 (2): pp. 230-243.

In the last few decades, numerous methods have been developed for predicting the axial capacity of pile foundations. Among the available methods, the cone penetration test (CPT)-based models have been shown to give better predictions in many situations. This can be attributed to the fact that CPT-based methods have been developed in accordance with the CPT results, which have been found to yield more reliable soil properties; hence, more accurate axial pile capacity predictions. In this paper, one of the most commonly used artificial intelligence techniques, i.e., artificial neural networks (ANNs), is utilized in an attempt to develop artificial neural network (ANN) models that provide more accurate axial capacity predictions for driven piles and drilled shafts. The ANN models are developed using data collected from the literature and comprise 80 driven pile and 94 drilled-shaft load tests, as well as CPT results. The predictions from the ANN models are compared with those obtained from the most commonly used available CPT-based methods, and statistical analyses are carried out to rank and evaluate the performance of the ANN models and CPT methods. To facilitate the use of the developed ANN models, they are translated into simple design equations suitable for hand calculations.

dc.publisherNRC Canada
dc.subjectdriven piles
dc.subjectdrilled shafts
dc.subjectartificial neural networks
dc.subjectaxial capacity
dc.titleIntelligent computing for modeling axial capacity of pile foundations
dc.typeJournal Article
dcterms.source.titleCanadian Geotechnical Journal

© Copyright 2012 – Canadian Science Publishing

curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access

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