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Rahimi, Mojtaba, Akbari, Ali. (1404). Machine Learning-Based Predictions for Toyoura Sand Constitutive Behaviors Under Triaxial Compression Monotonic Loadings. , (), -. doi: 10.22077/jgm.2025.9350.1047
Mojtaba Rahimi; Ali Akbari. "Machine Learning-Based Predictions for Toyoura Sand Constitutive Behaviors Under Triaxial Compression Monotonic Loadings". , , , 1404, -. doi: 10.22077/jgm.2025.9350.1047
Rahimi, Mojtaba, Akbari, Ali. (1404). 'Machine Learning-Based Predictions for Toyoura Sand Constitutive Behaviors Under Triaxial Compression Monotonic Loadings', , (), pp. -. doi: 10.22077/jgm.2025.9350.1047
Rahimi, Mojtaba, Akbari, Ali. Machine Learning-Based Predictions for Toyoura Sand Constitutive Behaviors Under Triaxial Compression Monotonic Loadings. , 1404; (): -. doi: 10.22077/jgm.2025.9350.1047

Machine Learning-Based Predictions for Toyoura Sand Constitutive Behaviors Under Triaxial Compression Monotonic Loadings

Journal of Geomine
مقالات آماده انتشار، پذیرفته شده، انتشار آنلاین از تاریخ 10 تیر 1404
نوع مقاله: Original Article
شناسه دیجیتال (DOI): 10.22077/jgm.2025.9350.1047
نویسندگان
Mojtaba Rahimi* 1؛ Ali Akbari2
1Department of Petroleum Engineering, Kho.C., Islamic Azad University, Khomeinishahr, Iran; Stone Research Center, Kho.C., Islamic Azad University, Khomeinishahr, Iran
2Department of Petroleum Engineering, Faculty of Petroleum, Gas, and Petrochemical Engineering, Persian Gulf University, Bushehr, Iran
چکیده
The mechanical behaviors of sands exhibit nonlinear stress-strain relationships under applied loads, involving a complex interaction between volumetric and deviatoric responses. An accurate understanding of constitutive behaviors is crucial for predicting how sand responds under various loading conditions. However, laboratory investigations of sand behavior under monotonic loading are challenging due to the intricate nature of stress-strain responses. Moreover, traditional constitutive models are often time-consuming, computationally intensive, and require extensive calibration. Machine learning (ML) techniques provide a promising alternative by learning patterns and trends from experimental or modeled data. In this study, three ML methods, namely Decision Trees (DT), K-Nearest Neighbors (KNN), and Random Forests (RF), were employed to evaluate the constitutive behaviors of Toyoura sand under drained and undrained triaxial compression monotonic loadings. The models’ performance was assessed using R2, Mean Absolute Deviation (MAD), and Root Mean Square Error (RMSE). In this context, "high accuracy" refers to R² values close to 1, coupled with low MAD and RMSE values, indicating a strong correlation between predicted and actual responses. Under drained conditions, the ML models achieved high accuracy across varying initial void ratios, with R2 values up to 0.9992 for volumetric strain and 0.9980 for deviatoric stress, along with minimal prediction errors and zero training-phase error, reflecting a perfect model fit. Among the models, KNN demonstrated superior performance in most drained cases, likely due to its effectiveness in capturing local nonlinear trends within the dataset. Under undrained conditions and across a wide range of confining pressures (Pc = 100–2000 kPa), the ML models maintained robust predictive capability. High R2 values (up to 0.9998) and low error metrics confirmed the models’ reliability, showing excellent agreement with training data. These findings validate the efficacy of ML algorithms in accurately modeling complex mechanical behaviors, including deviatoric and volumetric responses under different confining pressures and initial void ratios.
کلیدواژه‌ها
Machine learning؛ Toyoura sand؛ Constitutive modeling؛ K-Nearest Neighbors؛ Random Forests؛ Decision Trees
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