Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds
This study aims to make a unique contribution to the existing body of knowledge about rock strength and deformation parameters and crack stress thresholds through intelligent and statistical approaches applied to a database comprising various rock types (i.e., sedimentary, igneous, and metamorphic r...
| Main Authors: | , , , , , , |
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| Format: | Journal Article |
| Published: |
Springer Verlag
2024
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| Online Access: | http://hdl.handle.net/20.500.11937/95281 |
| _version_ | 1848765994982440960 |
|---|---|
| author | Shakeri, Jamshid Pepe, Giacomo Shirani Faradonbeh, Roohollah Ghaderi, Zaniar Pappalardo, Giovanna Cevasco, Andrea Mineo, Simone |
| author_facet | Shakeri, Jamshid Pepe, Giacomo Shirani Faradonbeh, Roohollah Ghaderi, Zaniar Pappalardo, Giovanna Cevasco, Andrea Mineo, Simone |
| author_sort | Shakeri, Jamshid |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | This study aims to make a unique contribution to the existing body of knowledge about rock strength and deformation parameters and crack stress thresholds through intelligent and statistical approaches applied to a database comprising various rock types (i.e., sedimentary, igneous, and metamorphic rocks). The database contains physical–mechanical and ultrasonic parameters. Six distinct machine learning (ML) algorithms— artificial neural network (ANN), random forest (RF), decision tree (DT), K-nearest neighbor (KNN), support vector regression (SVR), and bagging regressor (BR)— along with the conventional linear regression techniques, were employed to develop predictive models. These models estimate uniaxial compressive strength (σc
) and Tangent Young’s modulus (Et
) based on bulk density (ρ
) and P-wave ultrasonic velocity (Vp
). Furthermore, they predict crack stress thresholds (i.e., crack closure stress σcc
, crack initiation stress σci
, and crack damage stress σcd
) as a function of σc
, Et
, ρ
, Vp
, axial strain at failure (ε1f
), and lateral strain at failure (ε3f
). Various performance indices were utilized to evaluate and compare the performance of these models. The results indicated that the RF method outperformed other ML-based and linear regression-based approaches in predicting the output parameters. Additionally, the multiple parametric sensitivity analysis (MPSA) was carried out to determine the significance of input parameters in predicting the output variables. This analysis revealed that Vp
and ρ
have the highest and lowest impact on predicting σc
and Et
, respectively. On the other hand, σc
was identified as the most influential parameter in predicting σci
and σcd
, while parameters ε3f
and Vp
showed the least impact on the foregoing outputs, respectively. This is while ε1f
and ρ
were, respectively, found as the most important and least important factors in predicting σcc
. Finally, to facilitate easy access to the prediction results and enhance the practicality of the proposed RF model, a graphical user interface (GUI) was developed, which enables the practical application of the most performing developed prediction model. |
| first_indexed | 2025-11-14T11:44:06Z |
| format | Journal Article |
| id | curtin-20.500.11937-95281 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T11:44:06Z |
| publishDate | 2024 |
| publisher | Springer Verlag |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-952812024-08-06T03:16:39Z Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds Shakeri, Jamshid Pepe, Giacomo Shirani Faradonbeh, Roohollah Ghaderi, Zaniar Pappalardo, Giovanna Cevasco, Andrea Mineo, Simone This study aims to make a unique contribution to the existing body of knowledge about rock strength and deformation parameters and crack stress thresholds through intelligent and statistical approaches applied to a database comprising various rock types (i.e., sedimentary, igneous, and metamorphic rocks). The database contains physical–mechanical and ultrasonic parameters. Six distinct machine learning (ML) algorithms— artificial neural network (ANN), random forest (RF), decision tree (DT), K-nearest neighbor (KNN), support vector regression (SVR), and bagging regressor (BR)— along with the conventional linear regression techniques, were employed to develop predictive models. These models estimate uniaxial compressive strength (σc ) and Tangent Young’s modulus (Et ) based on bulk density (ρ ) and P-wave ultrasonic velocity (Vp ). Furthermore, they predict crack stress thresholds (i.e., crack closure stress σcc , crack initiation stress σci , and crack damage stress σcd ) as a function of σc , Et , ρ , Vp , axial strain at failure (ε1f ), and lateral strain at failure (ε3f ). Various performance indices were utilized to evaluate and compare the performance of these models. The results indicated that the RF method outperformed other ML-based and linear regression-based approaches in predicting the output parameters. Additionally, the multiple parametric sensitivity analysis (MPSA) was carried out to determine the significance of input parameters in predicting the output variables. This analysis revealed that Vp and ρ have the highest and lowest impact on predicting σc and Et , respectively. On the other hand, σc was identified as the most influential parameter in predicting σci and σcd , while parameters ε3f and Vp showed the least impact on the foregoing outputs, respectively. This is while ε1f and ρ were, respectively, found as the most important and least important factors in predicting σcc . Finally, to facilitate easy access to the prediction results and enhance the practicality of the proposed RF model, a graphical user interface (GUI) was developed, which enables the practical application of the most performing developed prediction model. 2024 Journal Article http://hdl.handle.net/20.500.11937/95281 10.1007/s00603-024-03959-7 Springer Verlag unknown |
| spellingShingle | Shakeri, Jamshid Pepe, Giacomo Shirani Faradonbeh, Roohollah Ghaderi, Zaniar Pappalardo, Giovanna Cevasco, Andrea Mineo, Simone Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds |
| title | Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds |
| title_full | Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds |
| title_fullStr | Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds |
| title_full_unstemmed | Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds |
| title_short | Intelligent Approaches for Predicting the Intact Rock Mechanical Parameters and Crack Stress Thresholds |
| title_sort | intelligent approaches for predicting the intact rock mechanical parameters and crack stress thresholds |
| url | http://hdl.handle.net/20.500.11937/95281 |