Geomechanics and Engineering A
Volume 37, Number 1, 2024, pages 049-64
DOI: 10.12989/gae.2024.37.1.049
Deep learning-based AI constitutive modeling for sandstone and mudstone under cyclic loading conditions
Luyuan Wu, Meng Li, Jianwei Zhang, Zifa Wang, Xiaohui Yang and Hanliang Bian
Abstract
Rocks undergoing repeated loading and unloading over an extended period, such as due to earthquakes, human
excavation, and blasting, may result in the gradual accumulation of stress and deformation within the rock mass, eventually
reaching an unstable state. In this study, a CNN-CCM is proposed to address the mechanical behavior. The structure and
hyperparameters of CNN-CCM include Conv2D layers x 5; Max pooling2D layers x 4; Dense layers x 4; learning rate=0.001;
Epoch=50; Batch size=64; Dropout=0.5. Training and validation data for deep learning include 71 rock samples and 122,152
data points. The AI Rock Constitutive Model learned by CNN-CCM can predict strain values(e1) using Mass (M), Axial stress
(o1), Density (p), Cyclic number (N), Confining pressure (o3), and Young's modulus (E). Five evaluation indicators R2, MAPE,
RMSE, MSE, and MAE yield respective values of 0.929, 16.44%, 0.954, 0.913, and 0.542, illustrating good predictive
performance and generalization ability of model. Finally, interpreting the AI Rock Constitutive Model using the SHAP
explaining method reveals that feature importance follows the order N > M > o1 > E > p > o3.Positive SHAP values indicate
positive effects on predicting strain e1 for N, M, o1, and o3, while negative SHAP values have negative effects. For E, a positive
value has a negative effect on predicting strain e1, consistent with the influence patterns of conventional physical rock
constitutive equations. The present study offers a novel approach to the investigation of the mechanical constitutive model of
rocks under cyclic loading and unloading conditions.
Key Words
cyclic loading and unloading; deep Learning; rock constitutive model; rock triaxial compression tests; shap explaining
Address
Luyuan Wu, Meng Li, Jianwei Zhang and Hanliang Bian: School of Civil Engineering and Architecture, Henan University, Jinming road, Kaifeng, 475004, He nan, China
Zifa Wang: School of Civil Engineering and Architecture, Henan University, Jinming road, Kaifeng, 475004, He nan, China;
CEAKJ ADPRHexa, Inc, Street, Shao guan, 512000, Guangdong, China
Xiaohui Yang: Henan Provincial Engineering Research Center for Artificial Intelligence Theory and Algorithm, Henan University,
Jinming road, Kaifeng, 475004, He nan, China