Issue |
E3S Web Conf.
Volume 628, 2025
2025 7th International Conference on Environmental Prevention and Pollution Control Technologies (EPPCT 2025)
|
|
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Article Number | 01018 | |
Number of page(s) | 5 | |
Section | Research on the Characterization and Remediation Technologies of Environmental Pollutants | |
DOI | https://doi.org/10.1051/e3sconf/202562801018 | |
Published online | 16 May 2025 |
Research on Prediction of Mudstone Breakthrough Pressure Based on Support Vector Machine in CO2 Geological Storage
1
China Water Northeastern Investigation, Design and Research Co., Ltd.,
Changchun,
130021, China
2
Zhejiang Huadong Geotechnical Investigation & Design Institute CO., LTD,
Hangzhou, China
3
PowerChina Huadong Engineering Corporation Limited,
Hangzhou, China
4
Faculty of Engineering, China University of Geosciences,
Wuhan, China
5
School of Mechanics and Civil Engineering, China University of Mining and Technology,
Xuzhou, China
* Corresponding author: yongjiema@foxmail.com
This study aims to use the Support Vector Machine (SVM) model to predict the breakthrough pressure of mudstone. By collecting data on porosity, permeability, specific surface area, and maximum throat radius from 55 sets of mudstone samples, using them as input factors and breakthrough pressure of mudstone as output factors, an SVM model was constructed and trained. The research results show that the established SVM model has high prediction accuracy and good generalization ability, and can accurately predict the breakthrough pressure of mudstone. Grid search and analysis of the penalty parameter C and kernel parameter γ in the SVM model revealed the existence of specific optimal parameter combinations that can improve model performance. This study provides an effective method for predicting the breakthrough pressure of mudstone, and also provides a scientific basis for a deeper understanding of mudstone permeability and its application in CO2 geological storage.
© The Authors, published by EDP Sciences, 2025
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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