Effect of SVM Kernel Functions on Bearing Capacity Assessment of Deep Foundations

Pile foundations are vastly utilized in construction projects where their capacities (pile bearing capacity, PBC) should be determined in different stages of construction. A highly reliable and accurate prediction model can lead to many advantages, such as reducing the construction cost, shortening...

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Main Authors: Danial Jahed Armaghani, Yong Yi Ming, Ahmedh Salih Mohammed, Ehsan Momeni, Harnedi Maizir
Format: Article
Language:English
Published: Pouyan Press 2023-07-01
Series:Journal of Soft Computing in Civil Engineering
Subjects:
Online Access:https://www.jsoftcivil.com/article_169219_7f5241581497d32a89dd2bc7cf5b956b.pdf
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author Danial Jahed Armaghani
Yong Yi Ming
Ahmedh Salih Mohammed
Ehsan Momeni
Harnedi Maizir
author_facet Danial Jahed Armaghani
Yong Yi Ming
Ahmedh Salih Mohammed
Ehsan Momeni
Harnedi Maizir
author_sort Danial Jahed Armaghani
collection DOAJ
description Pile foundations are vastly utilized in construction projects where their capacities (pile bearing capacity, PBC) should be determined in different stages of construction. A highly reliable and accurate prediction model can lead to many advantages, such as reducing the construction cost, shortening the construction timeline, and providing safety construction. Hence, the aim of this study is the developments of statistical and artificial intelligence (AI) models for predicting bearing capacities of 141 piles. At the preliminary of the study, features or inputs of this study to predict PBC were selected trough simple regression analysis. Then, this study presents different kernels of support vector machine (SVM) technique, i.e., the dot, the radial basis function (RBF), the polynomial, the neural, and the ANOVA to predict the PBC. The aforementioned models were evaluated by several performance indices and their results were compared using a simple ranking system. The results showed that the SVM-RBF model is able to achieve the highest coefficient of determination, R2 values which are 0.967 and 0.993 for training and testing stages, respectively. It is important to mention that a multiple regression model was also employed to predict PBC values. The other SVM kernels were provided a high degree of accuracy for estimating PBC, however, the SVM-RBF model is recommended to be used as a powerful, highly reliable, and simple solution for PBC prediction.
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spelling doaj.art-99bd342e17df4a6091fb399e536f17c92023-06-22T09:24:30ZengPouyan PressJournal of Soft Computing in Civil Engineering2588-28722023-07-017311112810.22115/scce.2023.356959.1510169219Effect of SVM Kernel Functions on Bearing Capacity Assessment of Deep FoundationsDanial Jahed Armaghani0Yong Yi Ming1Ahmedh Salih Mohammed2Ehsan Momeni3Harnedi Maizir4Centre of Tropical Geoengineering (GEOTROPIK), Institute of Smart Infrastructure and Innovative Engineering (ISIIC), Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru 81310, MalaysiaDepartment of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, MalaysiaCivil Engineering Department, College of Engineering, University of Sulaimani, Kurdistan Region, IraqDepartment of Civil Engineering, Faculty of Engineering, Lorestan University, Khorramabad 6815144316, IranDepartment of Civil Engineering, Sekolah Tinggi Teknologi Pekanbaru, IndonesiaPile foundations are vastly utilized in construction projects where their capacities (pile bearing capacity, PBC) should be determined in different stages of construction. A highly reliable and accurate prediction model can lead to many advantages, such as reducing the construction cost, shortening the construction timeline, and providing safety construction. Hence, the aim of this study is the developments of statistical and artificial intelligence (AI) models for predicting bearing capacities of 141 piles. At the preliminary of the study, features or inputs of this study to predict PBC were selected trough simple regression analysis. Then, this study presents different kernels of support vector machine (SVM) technique, i.e., the dot, the radial basis function (RBF), the polynomial, the neural, and the ANOVA to predict the PBC. The aforementioned models were evaluated by several performance indices and their results were compared using a simple ranking system. The results showed that the SVM-RBF model is able to achieve the highest coefficient of determination, R2 values which are 0.967 and 0.993 for training and testing stages, respectively. It is important to mention that a multiple regression model was also employed to predict PBC values. The other SVM kernels were provided a high degree of accuracy for estimating PBC, however, the SVM-RBF model is recommended to be used as a powerful, highly reliable, and simple solution for PBC prediction.https://www.jsoftcivil.com/article_169219_7f5241581497d32a89dd2bc7cf5b956b.pdfdeep foundation capacitysupport vector machinekernelslinear and multiple regression
spellingShingle Danial Jahed Armaghani
Yong Yi Ming
Ahmedh Salih Mohammed
Ehsan Momeni
Harnedi Maizir
Effect of SVM Kernel Functions on Bearing Capacity Assessment of Deep Foundations
Journal of Soft Computing in Civil Engineering
deep foundation capacity
support vector machine
kernels
linear and multiple regression
title Effect of SVM Kernel Functions on Bearing Capacity Assessment of Deep Foundations
title_full Effect of SVM Kernel Functions on Bearing Capacity Assessment of Deep Foundations
title_fullStr Effect of SVM Kernel Functions on Bearing Capacity Assessment of Deep Foundations
title_full_unstemmed Effect of SVM Kernel Functions on Bearing Capacity Assessment of Deep Foundations
title_short Effect of SVM Kernel Functions on Bearing Capacity Assessment of Deep Foundations
title_sort effect of svm kernel functions on bearing capacity assessment of deep foundations
topic deep foundation capacity
support vector machine
kernels
linear and multiple regression
url https://www.jsoftcivil.com/article_169219_7f5241581497d32a89dd2bc7cf5b956b.pdf
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