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Updated: Jan 14, 2026

Quantitative Hardness Measurement by Instrumented AFM-indentation
Published on: November 22, 2016
Cerchar abrasiveness index prediction based on rock properties leveraging hybrid soft computing techniques
Mohammad Matin Rouhani1, Alireza Dolatshahi2, Mahdi Hasanipanah3,4
1Department of Mining Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, Iran. matrouhani1999@gmail.com.
This study introduces an advanced AI model for predicting the Cerchar Abrasiveness Index (CAI), crucial for tunneling. Optimized models like AOA-LightGBM significantly improve prediction accuracy, outperforming traditional methods for mechanized excavations.
Area of Science:
- Geotechnical Engineering
- Artificial Intelligence
- Rock Mechanics
Background:
- The Cerchar Abrasiveness Index (CAI) is critical for assessing rock abrasiveness in tunneling and mechanized excavations.
- Accurate CAI prediction aids in selecting appropriate TBM cutters and optimizing excavation efficiency.
- Traditional methods for CAI determination can be time-consuming and resource-intensive.
Purpose of the Study:
- To develop and validate an accurate and efficient AI-driven methodology for predicting the Cerchar Abrasiveness Index (CAI).
- To compare the performance of various machine learning algorithms optimized with metaheuristic techniques for CAI prediction.
- To assess the engineering applicability of the proposed models using real-world tunneling project data.
Main Methods:
- Utilized a dataset of 163 rock samples with diverse geological origins (igneous, sedimentary, metamorphic).
- Employed base algorithms (XGBoost, LightGBM, Random Forest) enhanced by metaheuristic optimizers (AOA, RSO, HHO).
- Input parameters included Brazilian tensile strength (BTS), uniaxial compressive strength (UCS), equivalent quartz content (EQC), and brittleness index (BI).
- Model performance was evaluated using metrics like R², RMSE, MAE, and VAF, with data split into 80% training and 20% testing sets.
- External validation was performed against 17 international hard rock TBM projects.
Main Results:
- The AOA-optimized models demonstrated superior performance, with AOA-LightGBM achieving R² = 0.952 and AOA-XGBoost reaching R² = 0.951 on the test set.
- External validation showed AOA-XGBoost had a high correlation (0.8308) with field measurements from tunneling projects.
- Feature importance analysis revealed EQC as key for XGBoost, while UCS was most influential for LightGBM and Random Forest models.
- The developed models proved more accurate and efficient than traditional experimental methods.
Conclusions:
- The proposed AI-driven approach, particularly AOA-optimized models, offers a significant advancement in CAI prediction methodology.
- The models exhibit high accuracy, efficiency, and broad applicability across various rock types.
- Validated against real-world data, the methodology demonstrates strong engineering potential for mechanized tunneling projects.
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