Prediction of loess collapsibility coefficient using bayesian optimized random forest model

Accurately predicting the collapsibility coefficient of loess is crucial for mitigating the hazards associated with loess collapsibility in engineering projects, natural environment, and socio-economic activities. The traditional method for determining the collapsibility coefficient is time-consuming, labor-intensive, and expensive. In recent years, researchers have increasingly employed machine learning techniques to predict collapsibility coefficient and have obtained promising results. However, the process of hyperparameter optimization in previous studies was not sufficiently comprehensive, leading to suboptimal model performance. Therefore, in this study, Bayesian optimization was employed to fine-tune the hyperparameters of six different regressors, and the performance of these models was evaluated on both a training set and an independent testing set. The results demonstrated that the Random Forest-based model achieved the best performance, with R² values of 0.915 and 0.965 on the training and independent testing sets, respectively. These findings indicate that the proposed model is capable of reliably predicting the collapsibility coefficient of loess.

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Publication Details

Journal
Scientific Reports
Published
2025-07-12
DOI
https://doi.org/10.1038/s41598-025-11121-8
Citations
5
Primary Topic
Soil erosion and sediment transport
Type
article
Field-Weighted Citation Impact
5.93
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article

Prediction of loess collapsibility coefficient using bayesian optimized random forest model

Z. Liu, Cao Ning, Jiangtao Guo, Zhaopeng Li et al.
5 citations
Scientific Reports
Soil erosion and sediment transport
5.93
article

Prediction of loess collapsibility coefficient using bayesian optimized random forest model

Z. Liu, Cao Ning, Jiangtao Guo, Zhaopeng Li, Wan Zhang, Riqing Cheng, Hong-Hao Niu
article en
5 citations

Abstract

Accurately predicting the collapsibility coefficient of loess is crucial for mitigating the hazards associated with loess collapsibility in engineering projects, natural environment, and socio-economic activities. The traditional method for determining the collapsibility coefficient is time-consuming, labor-intensive, and expensive. In recent years, researchers have increasingly employed machine learning techniques to predict collapsibility coefficient and have obtained promising results. However, the process of hyperparameter optimization in previous studies was not sufficiently comprehensive, leading to suboptimal model performance. Therefore, in this study, Bayesian optimization was employed to fine-tune the hyperparameters of six different regressors, and the performance of these models was evaluated on both a training set and an independent testing set. The results demonstrated that the Random Forest-based model achieved the best performance, with R² values of 0.915 and 0.965 on the training and independent testing sets, respectively. These findings indicate that the proposed model is capable of reliably predicting the collapsibility coefficient of loess.

Scientific ReportsVol. 15(1)
First Affiliated Hospital of Xinxiang Medical University (CN), Yangzhou Vocational University (CN), Northwest A&F University (CN)
Openalex Percentile: Top 4%
Soil erosion and sediment transport
5.93
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