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Assessment of soil classification based on cone penetration test data for Kaifeng area using optimized support vector
Hanliang Bian1, Zhongxun Sun1, Jiahan Bian2
1School of Civil Engineering and Architecture, Henan University, Kaifeng, 475004, China.
Scientific Reports
|January 2, 2025
Summary
Optimizing Support Vector Machine (SVM) models with evolutionary algorithms significantly improves soil classification accuracy using Cone Penetration Test (CPT) data. This approach enhances engineering geology analysis beyond current standards.
Area of Science:
- Geotechnical Engineering
- Machine Learning Applications
- Computational Science
Background:
- Traditional soil classification methods are often expensive and time-consuming.
- Accurate soil analysis is crucial for the success of engineering projects.
Purpose of the Study:
- To develop and validate enhanced Support Vector Machine (SVM) models for soil classification.
- To improve the accuracy and efficiency of soil analysis using Cone Penetration Test (CPT) data.
Main Methods:
- Trained SVM models using 649 CPT datasets with cone tip resistance and sleeve friction as inputs.
- Applied 25 optimization algorithms to enhance SVM model performance.
- Validated models against an independent dataset of 208 CPT records.
Main Results:
- 23 optimization algorithms improved SVM classification accuracy.
- 18 algorithms surpassed the accuracy of the "Code for in-situ Measurement of Railway Engineering Geology."
- Thermal Exchange Optimization (TEO) algorithm yielded the most significant improvement, increasing accuracy by 10%.
Conclusions:
- Integrating evolutionary algorithms with SVM offers a more efficient and accurate method for soil classification.
- Optimized SVM models provide superior performance compared to existing engineering standards.
- This approach holds significant promise for advancing geotechnical engineering applications.

