Improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations

Ultimate bearing capacity is one of the most important parameters in designing shallow foundations. This study focused on developing a hybrid model using Random Search (RS) technique and Deep Neural Network (DNN) to predict the maximum bearing capacity of shallow foundations in sandy soil. The data...

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Autores principales: Tuan Anh Pham, Huong-Lan Thi Vu, Hong-Anh Thi Duong
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Lenguaje:EN
Publicado: Tamkang University Press 2021
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Acceso en línea:https://doaj.org/article/b5cb7580777d46e1ab8d2385aea55ed7
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spelling oai:doaj.org-article:b5cb7580777d46e1ab8d2385aea55ed72021-11-23T17:29:23ZImproving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations10.6180/jase.202204_25(2).00122708-99672708-9975https://doaj.org/article/b5cb7580777d46e1ab8d2385aea55ed72021-11-01T00:00:00Zhttp://jase.tku.edu.tw/articles/jase-202204-25-2-0012https://doaj.org/toc/2708-9967https://doaj.org/toc/2708-9975Ultimate bearing capacity is one of the most important parameters in designing shallow foundations. This study focused on developing a hybrid model using Random Search (RS) technique and Deep Neural Network (DNN) to predict the maximum bearing capacity of shallow foundations in sandy soil. The data included 97 load tests on the steps that were used to train and test the model. This data is divided into two parts of the training data set (7%) and the testing set (30%) to build and validate the corresponding models. The performance of the final DNN model is comprehensively assessed with a random hyper-parameters DNN model developed independently using the same data. The values of performance evaluation measures such as R-squared (R2), Root Mean Squared Error (RMSE), Mean Absolute Error (MAE) and the Variance Accounted For (VAF) are used to determine to get the performance of the DNN model in predicting the ultimate bearing capacity of shallow foundations. In addition, a parallel coordinate plot is utilized to show and evaluate the effect of hyperparameters combination on the performance of DNN model. Besides, a global sensitivity analysis technique was deployed to detect the most important input variables in predicting the ultimate bearing capacity of shallow foundations. This study can provide an effective tool to identify the ultimate bearing capacity of shallow foundations.Tuan Anh PhamHuong-Lan Thi VuHong-Anh Thi DuongTamkang University Pressarticledeep neural networkhyperparameters tuningshallow foundationssensitive analysisEngineering (General). Civil engineering (General)TA1-2040Chemical engineeringTP155-156PhysicsQC1-999ENJournal of Applied Science and Engineering, Vol 25, Iss 2, Pp 261-273 (2021)
institution DOAJ
collection DOAJ
language EN
topic deep neural network
hyperparameters tuning
shallow foundations
sensitive analysis
Engineering (General). Civil engineering (General)
TA1-2040
Chemical engineering
TP155-156
Physics
QC1-999
spellingShingle deep neural network
hyperparameters tuning
shallow foundations
sensitive analysis
Engineering (General). Civil engineering (General)
TA1-2040
Chemical engineering
TP155-156
Physics
QC1-999
Tuan Anh Pham
Huong-Lan Thi Vu
Hong-Anh Thi Duong
Improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations
description Ultimate bearing capacity is one of the most important parameters in designing shallow foundations. This study focused on developing a hybrid model using Random Search (RS) technique and Deep Neural Network (DNN) to predict the maximum bearing capacity of shallow foundations in sandy soil. The data included 97 load tests on the steps that were used to train and test the model. This data is divided into two parts of the training data set (7%) and the testing set (30%) to build and validate the corresponding models. The performance of the final DNN model is comprehensively assessed with a random hyper-parameters DNN model developed independently using the same data. The values of performance evaluation measures such as R-squared (R2), Root Mean Squared Error (RMSE), Mean Absolute Error (MAE) and the Variance Accounted For (VAF) are used to determine to get the performance of the DNN model in predicting the ultimate bearing capacity of shallow foundations. In addition, a parallel coordinate plot is utilized to show and evaluate the effect of hyperparameters combination on the performance of DNN model. Besides, a global sensitivity analysis technique was deployed to detect the most important input variables in predicting the ultimate bearing capacity of shallow foundations. This study can provide an effective tool to identify the ultimate bearing capacity of shallow foundations.
format article
author Tuan Anh Pham
Huong-Lan Thi Vu
Hong-Anh Thi Duong
author_facet Tuan Anh Pham
Huong-Lan Thi Vu
Hong-Anh Thi Duong
author_sort Tuan Anh Pham
title Improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations
title_short Improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations
title_full Improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations
title_fullStr Improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations
title_full_unstemmed Improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations
title_sort improving deep neural network using hyper-parameters tuning in predicting the bearing capacity of shallow foundations
publisher Tamkang University Press
publishDate 2021
url https://doaj.org/article/b5cb7580777d46e1ab8d2385aea55ed7
work_keys_str_mv AT tuananhpham improvingdeepneuralnetworkusinghyperparameterstuninginpredictingthebearingcapacityofshallowfoundations
AT huonglanthivu improvingdeepneuralnetworkusinghyperparameterstuninginpredictingthebearingcapacityofshallowfoundations
AT honganhthiduong improvingdeepneuralnetworkusinghyperparameterstuninginpredictingthebearingcapacityofshallowfoundations
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