Advancements in predicting soil liquefaction susceptibility: a comprehensive analysis of ensemble and deep learning approaches

  • 0Research Unit in Data Science and Digital Transformation, Department of Civil Engineering, Faculty of Engineering, Thammasat School of Engineering, Thammasat University, Pathumthani, Thailand.

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Summary

This summary is machine-generated.

This study evaluated deep learning (DL) and ensemble learning models for soil liquefaction susceptibility assessment. The BI-LSTM model demonstrated the highest accuracy, offering robust predictions for seismic risk mitigation.

Area Of Science

  • Geotechnical Engineering
  • Earthquake Engineering
  • Machine Learning Applications

Background

  • Liquefaction, a loss of soil strength due to increased pore water pressure, poses significant seismic risks.
  • Accurate assessment of liquefaction susceptibility is crucial for construction site safety and seismic hazard mitigation.
  • Traditional methods may not fully capture the complex factors influencing liquefaction.

Purpose Of The Study

  • To investigate the effectiveness of deep learning (DL) and ensemble learning models for assessing soil liquefaction susceptibility.
  • To compare the performance of various machine learning models using a comprehensive database of cone penetration test (CPT) data and historical earthquake observations.
  • To identify the most reliable model for predicting liquefaction potential.

Main Methods

  • Utilized a large database of cone penetration test (CPT) measurements and field liquefaction performance observations.
  • Developed and evaluated deep learning (DL) models, including BI-LSTM and LSTM, and ensemble learning models like XGBoost and Random Forest (RF).
  • Assessed model performance using multiple metrics: accuracy, validation loss, precision, recall, F1 score, MCC, BA, ROC curve analysis, and AUC.

Main Results

  • The BI-LSTM model achieved the highest accuracy (0.9791 training, 0.8889 testing), indicating strong predictive ability and generalizability.
  • LSTM and XGBoost also demonstrated strong performance, with accuracies of 0.9433/0.8750 and 0.9194/0.8750, respectively.
  • The Random Forest (RF) model showed a notable difference between training (0.9373) and testing (0.8681) accuracies.

Conclusions

  • BI-LSTM is the most reliable model for assessing liquefaction potential, followed closely by LSTM and XGBoost.
  • DL models (BI-LSTM, LSTM) excel at capturing sequential dependencies, while ensemble models (XGBoost, RF) offer robust results from structured data.
  • This research contributes advanced tools for liquefaction hazard assessment, improving seismic risk mitigation strategies.