Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024)

Slope Stability Prediction Based on GA-HIDMS-PSO-SVM

Authors
Jinbo Zhang1, Yubin Lin1, Xinhong Li1, Yuanhao Chen1, Xue Chen1, Dacai Chen1, Xiaoxiang Chen2, *
1Economic and Technological Research Institute, State Grid Fujian Electric Power Co., Ltd., Fuzhou, 350000, Fujian, China
2POWERCHINA Fujian Electric Power Engineering Co., Ltd., Fuzhou, 350003, China
*Corresponding author. Email: chenxx919@126.com
Corresponding Author
Xiaoxiang Chen
Available Online 30 April 2025.
DOI
10.2991/978-94-6463-688-8_49How to use a DOI?
Keywords
Slope stability; Machine learning; GA-HIDMS-PSO-SVM model
Abstract

Slope instability leads to significant global economic losses annually. To evaluate slope stability swiftly and precisely, ensuring the safety of slope engineering. The GA-HIDMS-PSO-SVM algorithm is introduced to develop a slope stability prediction model. Six typical slope parameters, including bulk density, internal friction angle, cohesion, slope angle, slope height, and pore water pressure ratio, were selected as input factors, while the slope state was chosen as the output factor. The training dataset was built using data from 80 real-world engineering projects. The model achieves an accuracy value of 0.958, a recall rate of 0.959, a precision of 0.960, and an F1-score of 0.959, demonstrating exceptional prediction accuracy, robust generalization, and reliable results in identifying slope instability. Combined with engineering examples, it is proved that the evaluation results of slope state are consistent with the actual situation. The results show that GA-HIDMS-PSO-SVM model can be applied to slope stability prediction, which can provide basis for slope design and construction, and has a good application prospect in practical engineering application.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024)
Series
Advances in Engineering Research
Publication Date
30 April 2025
ISBN
978-94-6463-688-8
ISSN
2352-5401
DOI
10.2991/978-94-6463-688-8_49How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Jinbo Zhang
AU  - Yubin Lin
AU  - Xinhong Li
AU  - Yuanhao Chen
AU  - Xue Chen
AU  - Dacai Chen
AU  - Xiaoxiang Chen
PY  - 2025
DA  - 2025/04/30
TI  - Slope Stability Prediction Based on GA-HIDMS-PSO-SVM
BT  - Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024)
PB  - Atlantis Press
SP  - 481
EP  - 491
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-688-8_49
DO  - 10.2991/978-94-6463-688-8_49
ID  - Zhang2025
ER  -