Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms

Friction capacity is a principal characteristic in designing driven piles. Considering the complexities in analyzing the behavior of piles, many studies have recommended the use of machine learning for this purpose. However, the used methodologies need to be updated and improved with respect to rece...

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Main Authors: Liu Jie, Parisa Sahraeian, Kseniya I. Zykova, Majid Mirahmadi, Moncef L. Nehdi
Format: Article
Language:English
Published: Elsevier 2023-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509523006447
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author Liu Jie
Parisa Sahraeian
Kseniya I. Zykova
Majid Mirahmadi
Moncef L. Nehdi
author_facet Liu Jie
Parisa Sahraeian
Kseniya I. Zykova
Majid Mirahmadi
Moncef L. Nehdi
author_sort Liu Jie
collection DOAJ
description Friction capacity is a principal characteristic in designing driven piles. Considering the complexities in analyzing the behavior of piles, many studies have recommended the use of machine learning for this purpose. However, the used methodologies need to be updated and improved with respect to recent computational advances such as the development of optimization algorithms. In this work, three metaheuristic algorithms, namely equilibrium optimizer (EO), biogeography-based optimization (BBO), and salp swarm algorithm (SSA) are deployed to optimize an artificial neural network (ANN) for predicting pile friction capacity based on pile geometry, effective stress, and shear strength. The findings indicate the suitability of the proposed algorithms. More specifically, in the training phase, the ANN supervised by SSA yielded the most accurate results, whereas in the testing phase, the BBO-ANN outperformed the two other models. The calculated mean absolute error, Pearson correlation coefficient, and root mean square error for the models are as follows: 6.0740, 0.9385, and 7.0678 for the EO-ANN, 6.1450, 0.9440, and 6.7343 for the BBO-ANN, and 5.9684, 0.9395, and 7.1322 for the SSA-ANN. It is shown that both SSA-ANN and BBO-ANN can serve as efficient tools for the reliable design of driven piles, providing efficient computational intelligence alternatives to traditional design methods.
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spelling doaj.art-642d88d832d947b39ef4e6e63cd247022023-11-25T04:48:55ZengElsevierCase Studies in Construction Materials2214-50952023-12-0119e02464Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithmsLiu Jie0Parisa Sahraeian1Kseniya I. Zykova2Majid Mirahmadi3Moncef L. Nehdi4School of Mechanical Engineering, Nanjing Vocational University of Industry Technology, Nanjing, 210023, ChinaSchool of Industrial Engineering and Management, Oklahoma State University, Stillwater, OK, USADepartment of Mathematics and Natural Sciences, Gulf University for Science and Technology, Mishref Campus, Kuwait; Department of Safety in cyberworld, Bauman Moscow State Technical University Moscow, RussiaDepartment of Civil Engineering, Payame Noor University, Tehran, IranDepartment of Civil Engineering, McMaster University, Hamilton, ON L8S 4L7, Canada; Corresponding author.Friction capacity is a principal characteristic in designing driven piles. Considering the complexities in analyzing the behavior of piles, many studies have recommended the use of machine learning for this purpose. However, the used methodologies need to be updated and improved with respect to recent computational advances such as the development of optimization algorithms. In this work, three metaheuristic algorithms, namely equilibrium optimizer (EO), biogeography-based optimization (BBO), and salp swarm algorithm (SSA) are deployed to optimize an artificial neural network (ANN) for predicting pile friction capacity based on pile geometry, effective stress, and shear strength. The findings indicate the suitability of the proposed algorithms. More specifically, in the training phase, the ANN supervised by SSA yielded the most accurate results, whereas in the testing phase, the BBO-ANN outperformed the two other models. The calculated mean absolute error, Pearson correlation coefficient, and root mean square error for the models are as follows: 6.0740, 0.9385, and 7.0678 for the EO-ANN, 6.1450, 0.9440, and 6.7343 for the BBO-ANN, and 5.9684, 0.9395, and 7.1322 for the SSA-ANN. It is shown that both SSA-ANN and BBO-ANN can serve as efficient tools for the reliable design of driven piles, providing efficient computational intelligence alternatives to traditional design methods.http://www.sciencedirect.com/science/article/pii/S2214509523006447Driven pilesFriction capacityNeural simulationMetaheuristic schemes
spellingShingle Liu Jie
Parisa Sahraeian
Kseniya I. Zykova
Majid Mirahmadi
Moncef L. Nehdi
Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms
Case Studies in Construction Materials
Driven piles
Friction capacity
Neural simulation
Metaheuristic schemes
title Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms
title_full Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms
title_fullStr Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms
title_full_unstemmed Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms
title_short Predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms
title_sort predicting friction capacity of driven piles using new combinations of neural networks and metaheuristic optimization algorithms
topic Driven piles
Friction capacity
Neural simulation
Metaheuristic schemes
url http://www.sciencedirect.com/science/article/pii/S2214509523006447
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