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Prediction of loess collapsibility coefficient using bayesian optimized random forest model.

Wan Zhang1, Jiangtao Guo1, Zhaopeng Li1

  • 1College of Architecture Engineering, Yangling Vocational & Technical College, Yangling, 712100, Shaanxi, China.

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|July 12, 2025
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Summary
This summary is machine-generated.

Predicting the collapsibility coefficient of loess is vital for engineering safety. This study uses Bayesian optimization and machine learning, finding Random Forest models accurately predict loess collapsibility.

Keywords:
Bayesian optimizationCollapsibility coefficientLoessPredicitionRandom forest

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Area of Science:

  • Geotechnical Engineering
  • Earth Sciences
  • Computational Science

Background:

  • Accurate prediction of the collapsibility coefficient of loess is critical for mitigating engineering hazards and understanding environmental impacts.
  • Traditional methods for determining the collapsibility coefficient are inefficient, requiring significant time, labor, and resources.
  • Machine learning approaches show promise for predicting loess collapsibility, but hyperparameter optimization has been limited.

Purpose of the Study:

  • To comprehensively optimize hyperparameters for machine learning models predicting loess collapsibility using Bayesian optimization.
  • To evaluate and compare the performance of six different regression models on both training and independent testing datasets.
  • To identify a robust and reliable machine learning model for accurate loess collapsibility prediction.

Main Methods:

  • Employed Bayesian optimization for fine-tuning hyperparameters of six distinct regression models.
  • Evaluated model performance using R² values on both training and independent testing sets.
  • Utilized a Random Forest-based model as a primary candidate for prediction.

Main Results:

  • The Random Forest-based model demonstrated superior performance, achieving R² values of 0.915 on the training set and 0.965 on the independent testing set.
  • Bayesian optimization significantly improved hyperparameter tuning compared to previous studies.
  • The developed model shows high reliability in predicting the collapsibility coefficient of loess.

Conclusions:

  • The Random Forest model, optimized with Bayesian techniques, provides a reliable and accurate method for predicting loess collapsibility.
  • This machine learning approach offers a more efficient alternative to traditional methods for assessing loess collapsibility.
  • The findings contribute to improved hazard mitigation strategies in loess-prone engineering projects.