Comparative evaluation of machine learning models for assessment of seabed liquefaction using finite element data

Predicting wave-induced liquefaction around submarine pipelines is crucial for marine engineering safety. However, the complex of interactions between ocean dynamics and seabed sediments makes rapid and accurate assessments challenging with traditional numerical methods. Although machine learning approaches are increasingly applied to wave-induced liquefaction problems, the comparative accuracy of different models remains under-explored. We evaluate the predictive accuracy of four classical machine learning models: Gradient Boosting (GB), Support Vector Machine (SVM), Multi-Layer Perceptron (MLP), and Random Forest (RF). The results indicate that the GB model exhibits high stability and accuracy in predicting wave-induced liquefaction, due to its strong ability to handle complex nonlinear geological data. Prediction accuracy varies across output parameters, with higher accuracy for seabed predictions than for pipeline surroundings. The combination of different input parameters significantly influences model predictive accuracy. Compared to traditional finite element numerical methods, employing machine learning models significantly reduces computation time, offering an effective tool for rapid disaster assessment and early warning in marine engineering. This research contributes to the safety of marine pipeline protections and provides new insights into the intersection of marine geological engineering and artificial intelligence.

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Publication Details

Journal
Frontiers in Marine Science
Published
2024-11-15
DOI
https://doi.org/10.3389/fmars.2024.1491899
Citations
5
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
1.30

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article

Comparative evaluation of machine learning models for assessment of seabed liquefaction using finite element data

Xing Du, Zongxiang Xiu, Yupeng Song, Wu‐Cheng Chi et al.
5 citations
Frontiers in Marine Science
Geotechnical Engineering and Soil Mechanics
1.30
article

Comparative evaluation of machine learning models for assessment of seabed liquefaction using finite element data

Xing Du, Zongxiang Xiu, Yupeng Song, Wu‐Cheng Chi, Xiaolong Zhao, Kunpeng He, Dong Wang
article en
5 citations

Abstract

Predicting wave-induced liquefaction around submarine pipelines is crucial for marine engineering safety. However, the complex of interactions between ocean dynamics and seabed sediments makes rapid and accurate assessments challenging with traditional numerical methods. Although machine learning approaches are increasingly applied to wave-induced liquefaction problems, the comparative accuracy of different models remains under-explored. We evaluate the predictive accuracy of four classical machine learning models: Gradient Boosting (GB), Support Vector Machine (SVM), Multi-Layer Perceptron (MLP), and Random Forest (RF). The results indicate that the GB model exhibits high stability and accuracy in predicting wave-induced liquefaction, due to its strong ability to handle complex nonlinear geological data. Prediction accuracy varies across output parameters, with higher accuracy for seabed predictions than for pipeline surroundings. The combination of different input parameters significantly influences model predictive accuracy. Compared to traditional finite element numerical methods, employing machine learning models significantly reduces computation time, offering an effective tool for rapid disaster assessment and early warning in marine engineering. This research contributes to the safety of marine pipeline protections and provides new insights into the intersection of marine geological engineering and artificial intelligence.

Frontiers in Marine ScienceVol. 11
Ministry of Natural Resources (CN), First Institute of Oceanography (CN), Institute of Rock and Soil Mechanics (CN), Ocean University of China (CN)
National Natural Science Foundation of China, Basic Scientific Fund for National Public Research Institutes of China
Life below water
Openalex Percentile: Top 21%
Geotechnical Engineering and Soil Mechanics
1.30
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