Feasibility of an evolutionary artificial intelligence (AI) scheme for modelling of load settlement response of concrete piles embedded in cohesionless soil-Reference-Cited by-同舟云学术

Feasibility of an evolutionary artificial intelligence (AI) scheme for modelling of load settlement response of concrete piles embedded in cohesionless soil

Published:2018-03-23 Issue:7 Volume:13 Page:705-718
ISSN:1744-5302
Container-title:Ships and Offshore Structures
language:en
Short-container-title:Ships and Offshore Structures

Author:

Jebur Ameer A.¹^ORCID,Atherton William¹,Al Khaddar Rafid M.¹

Affiliation:

1. Department of Civil Engineering, Liverpool John Moores University, Liverpool, UK

Funder

Iraqi Cultural Attache in London

University of Wasit

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17445302.2018.1447746

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4. Predicting pile dynamic capacity via application of an evolutionary algorithm

5. Regressive approach for predicting bearing capacity of bored piles from cone penetration test data

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