Enhancing shear strength predictions of rocks using a hierarchical ensemble model

Shear strength (SS) parameters are essential for understanding the mechanical behavior of materials, particularly in geotechnical engineering and rock mechanics. This study proposes a novel hierarchical ensemble model (HEM) to predict SS parameters: cohesion ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> ) and angle of internal friction ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> ). The HEM addresses the limitations of traditional machine learning models. Its performance was validated using leave-one-out cross-validation (LOOCV) and out-of-bag (OOB) evaluation methods. The model's accuracy was assessed with R-squared correlation (R<sup>2</sup>), absolute average relative error percentage (AAREP), Taylor diagrams, and quantile-quantile plots. The computational results demonstrated that the proposed HEM outperforms previous studies using the same database. The model predicted <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> with R<sup>2</sup> values of 0.93 and 0.979, respectively. The AAREP values were 1.96% for φ and 4.7% for <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> . These results indicate that the HEM significantly improves the prediction quality of <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> , and exhibits strong generalization capability. Sensitivity analysis revealed that σ_3maxσ3max (maximum principal stress) had the greatest impact on modeling both <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> . According to uncertainty analysis, the LOOCV and OOB had the widest uncertainty bands for the <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> parameters, respectively.

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Publication Details

Journal
Scientific Reports
Published
2024-08-31
DOI
https://doi.org/10.1038/s41598-024-71367-6
Citations
13
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
3.50

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article

Enhancing shear strength predictions of rocks using a hierarchical ensemble model

Xiaohua Ding, Maryam Amiri, Mahdi Hasanipanah
13 citations
Scientific Reports
Rock Mechanics and Modeling
3.50
article

Enhancing shear strength predictions of rocks using a hierarchical ensemble model

Xiaohua Ding, Maryam Amiri, Mahdi Hasanipanah
article en
13 citations

Abstract

Shear strength (SS) parameters are essential for understanding the mechanical behavior of materials, particularly in geotechnical engineering and rock mechanics. This study proposes a novel hierarchical ensemble model (HEM) to predict SS parameters: cohesion ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> ) and angle of internal friction ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> ). The HEM addresses the limitations of traditional machine learning models. Its performance was validated using leave-one-out cross-validation (LOOCV) and out-of-bag (OOB) evaluation methods. The model's accuracy was assessed with R-squared correlation (R<sup>2</sup>), absolute average relative error percentage (AAREP), Taylor diagrams, and quantile-quantile plots. The computational results demonstrated that the proposed HEM outperforms previous studies using the same database. The model predicted <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> with R<sup>2</sup> values of 0.93 and 0.979, respectively. The AAREP values were 1.96% for φ and 4.7% for <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> . These results indicate that the HEM significantly improves the prediction quality of <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> , and exhibits strong generalization capability. Sensitivity analysis revealed that σ_3maxσ3max (maximum principal stress) had the greatest impact on modeling both <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> . According to uncertainty analysis, the LOOCV and OOB had the widest uncertainty bands for the <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>φ</mml:mi></mml:math> and <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML"><mml:mi>C</mml:mi></mml:math> parameters, respectively.

Scientific ReportsVol. 14(1)
Duy Tan University (VN), China University of Mining and Technology (CN), Arak University (IR)
National Natural Science Foundation of China
Openalex Percentile: Top 7%
Rock Mechanics and Modeling
3.50
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