A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil Liquefaction

Earthquakes cause liquefaction, which disturbs the design phase during the building construction process. The potential of earthquake-induced liquefaction was estimated initially based on analytical and numerical methods. The conventional methods face problems in providing empirical formulations in...

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Main Authors: Sri Preethaa, Yuvaraj Natarajan, Arun Pandian Rathinakumar, Dong-Eun Lee, Young Choi, Young-Jun Park, Chang-Yong Yi
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/22/19/7292
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author Sri Preethaa
Yuvaraj Natarajan
Arun Pandian Rathinakumar
Dong-Eun Lee
Young Choi
Young-Jun Park
Chang-Yong Yi
author_facet Sri Preethaa
Yuvaraj Natarajan
Arun Pandian Rathinakumar
Dong-Eun Lee
Young Choi
Young-Jun Park
Chang-Yong Yi
author_sort Sri Preethaa
collection DOAJ
description Earthquakes cause liquefaction, which disturbs the design phase during the building construction process. The potential of earthquake-induced liquefaction was estimated initially based on analytical and numerical methods. The conventional methods face problems in providing empirical formulations in the presence of uncertainties. Accordingly, machine learning (ML) algorithms were implemented to predict the liquefaction potential. Although the ML models perform well with the specific liquefaction dataset, they fail to produce accurate results when used on other datasets. This study proposes a stacked generalization model (SGM), constructed by aggregating algorithms with the best performances, such as the multilayer perceptron regressor (MLPR), support vector regression (SVR), and linear regressor, to build an efficient prediction model to estimate the potential of earthquake-induced liquefaction on settlements. The dataset from the Korean Geotechnical Information database system and the standard penetration test conducted on the 2016 Pohang earthquake in South Korea were used. The model performance was evaluated by using the R<sup>2</sup> score, mean-square error (MSE), standard deviation, covariance, and root-MSE. Model validation was performed to compare the performance of the proposed SGM with SVR and MLPR models. The proposed SGM yielded the best performance compared with those of the other base models.
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spelling doaj.art-304f21ffcced418c8b01ae993d2e76ce2023-11-23T21:46:46ZengMDPI AGSensors1424-82202022-09-012219729210.3390/s22197292A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil LiquefactionSri Preethaa0Yuvaraj Natarajan1Arun Pandian Rathinakumar2Dong-Eun Lee3Young Choi4Young-Jun Park5Chang-Yong Yi6Department of Artificial Intelligence and Data Science, KPR Institute of Engineering and Technology, Coimbatore 641665, IndiaDepartment of Artificial Intelligence and Data Science, KPR Institute of Engineering and Technology, Coimbatore 641665, IndiaResearch Engineer, QpiCloud Technologies, Bangalore 560045, IndiaSchool of Architecture, Civil, Environment and Energy Engineering, Kyungpook National University, 80 Daehak-ro, Buk-gu, Daegu 41566, KoreaEarth Turbine, 36, Dongdeok-ro 40-gil, Jung-gu, Daegu 41905, KoreaIntelligent Construction Automation Center, Kyungpook National University, 80, Daehak-ro, Buk-gu, Daegu 41566, KoreaIntelligent Construction Automation Center, Kyungpook National University, 80, Daehak-ro, Buk-gu, Daegu 41566, KoreaEarthquakes cause liquefaction, which disturbs the design phase during the building construction process. The potential of earthquake-induced liquefaction was estimated initially based on analytical and numerical methods. The conventional methods face problems in providing empirical formulations in the presence of uncertainties. Accordingly, machine learning (ML) algorithms were implemented to predict the liquefaction potential. Although the ML models perform well with the specific liquefaction dataset, they fail to produce accurate results when used on other datasets. This study proposes a stacked generalization model (SGM), constructed by aggregating algorithms with the best performances, such as the multilayer perceptron regressor (MLPR), support vector regression (SVR), and linear regressor, to build an efficient prediction model to estimate the potential of earthquake-induced liquefaction on settlements. The dataset from the Korean Geotechnical Information database system and the standard penetration test conducted on the 2016 Pohang earthquake in South Korea were used. The model performance was evaluated by using the R<sup>2</sup> score, mean-square error (MSE), standard deviation, covariance, and root-MSE. Model validation was performed to compare the performance of the proposed SGM with SVR and MLPR models. The proposed SGM yielded the best performance compared with those of the other base models.https://www.mdpi.com/1424-8220/22/19/7292liquefactionpredictionmachine learningensemble modelssettlementdata augmentation
spellingShingle Sri Preethaa
Yuvaraj Natarajan
Arun Pandian Rathinakumar
Dong-Eun Lee
Young Choi
Young-Jun Park
Chang-Yong Yi
A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil Liquefaction
Sensors
liquefaction
prediction
machine learning
ensemble models
settlement
data augmentation
title A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil Liquefaction
title_full A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil Liquefaction
title_fullStr A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil Liquefaction
title_full_unstemmed A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil Liquefaction
title_short A Stacked Generalization Model to Enhance Prediction of Earthquake-Induced Soil Liquefaction
title_sort stacked generalization model to enhance prediction of earthquake induced soil liquefaction
topic liquefaction
prediction
machine learning
ensemble models
settlement
data augmentation
url https://www.mdpi.com/1424-8220/22/19/7292
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