Prediction of the Permeability Tensor of Marine Clayey Sediment during Cyclic Loading and Unloading of Confinement Pressure Using Physical Tests and Machine Learning Techniques

Author:

Cui Peng1ORCID,Zhou Jiaxin2,Gao Ruiqian1,Fan Zijia1,Jiang Ying3,Liu Hui2,Zhang Yipei4,Cao Bo5,Tan Kun6,Tan Peng7,Feng Xianhui8

Affiliation:

1. Department of Engineering Management, School of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China

2. College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai 200135, China

3. School of Management Engineering, Jiangsu Urban and Rural Construction Vocational College, Changzhou 213147, China

4. CCCC Third Harbor Consultants Co., Ltd., Shanghai 210011, China

5. Panjin Water Supply Engineering Co., Ltd., Panjin 124000, China

6. Goertek College of Engineering, Qufu Normal University, Qufu 273165, China

7. College of Physical Education and Health Management, Chongqing Second Normal University, Chongqing 400065, China

8. School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing 100083, China

Abstract

In this study, a method was introduced to validate the presence of a Representative Elementary Volume (REV) within marine clayey sediment containing cracks during cyclic loading and unloading of confinement pressure. Physical testing provided the basis for this verification. Once the existence of the REV for such sediment was confirmed, we established a machine-learning predictive model. This model utilizes a hybrid algorithm combining Particle Swarm Optimization (PSO) with a Support Vector Machine (SVM). The model was trained using a database generated from the aforementioned physical tests. The machine-learning model demonstrates favorable predictive performance based on several statistical metrics, including the coefficient of determination (R2), mean residual error (MSE), mean relative residual error (MRSE), and the correlation coefficient R during the verification process. Utilizing the established machine-learning predictive model, one can effortlessly obtain the permeability tensor of marine clayey sediment containing cracks during cyclic loading and unloading of confinement pressure by inputting the relevant stress condition parameters. The original research cannot estimate the permeability tensor under similar loading and unloading conditions through REV. In this study, the physical model test was used to determine the REV of marine cohesive sediments with cracks by cyclic-constrained pressure loading and unloading. Referring to the results of physical tests, we developed a machine-learning prediction model that can easily estimate the permeability tensor of marine cohesive sediments with cracks under cyclic loading and constrained pressure unloading conditions. This method greatly saves time and computation and provides a direct method for engineering and technical personnel to predict the permeability tensor in this case.

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Belt and Road Special Foundation of the National Key Laboratory of Water Disaster Prevention

Publisher

MDPI AG

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