Advanced Machine Learning and Optimization for Erodibility Prediction of Treated Unsaturated Lateritic Soil
Research Article  ·  Published: 24 September 2025
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Sustainable Intelligent Infrastructure
Volume 1, Issue 2, 2025: 93-107
Research Article Open Access

Advanced Machine Learning and Optimization for Erodibility Prediction of Treated Unsaturated Lateritic Soil

1 Department of Civil Engineering, Aditya University, Surampalem 533437, Andhra Pradesh, India
2 RICS School of Built Environment, Amity University Maharashtra, Mumbai 410206, Maharashtra, India
3 L.S. Raheja School of Architecture, Khernagar, Bandra East, Mumbai 400051, Maharashtra, India
4 Department of Civil Engineering, GMR Institute of Technology, Rajam 532127, Andhra Pradesh, India
* Corresponding Author: Tammineni Gnananandarao, [email protected]
Volume 1, Issue 2

Article Information

Abstract

This research pioneers the application of a diverse set of advanced machine learning and optimization methods, to predict the erodibility of lateritic soil treated with cement and nanostructured quarry fines, providing a groundbreaking, data-driven approach that enhances traditional erosion analysis techniques. Traditional experimental methods for erosion analysis are often complex and resource-intensive; therefore, this research focuses on developing predictive models using Python. To build the machine learning and optimization models, 121 data points were collected from existing literature. The dataset includes erodibility measurements of unsaturated lateritic soil treated with local cement and enhanced with nanostructured quarry fines. The study employs Artificial Neural Networks (ANN), Random Forest (RF), Support Vector Machine (SVM), XGBoost, CatBoost, and Particle Swarm Optimization (PSO) to predict soil erodibility. The data was divided into training (70%), testing (15%), and validation (15%) sets for model development and evaluation. Model performance was assessed using statistical metrics such as $R^2$, M.A.E., M.S.E., R.M.S.E., and M.A.P.E. The results indicated an $R^2$ value are almost equal to 1 in training, testing, and validation phases, and the M.A.P.E. values are below 3% for the CatBoost, RF, XGB, SVM, and ANN models across all three phases: training, testing, and validation. The CatBoost, RF, XGB, SVM, and ANN models are most accurate in predicting the erodibility. Finally, relative importance showed that maximum unit weight and hydrated cement are the most influencing parameter in predicting the erodibility.

Graphical Abstract

Advanced Machine Learning and Optimization for Erodibility Prediction of Treated Unsaturated Lateritic Soil

Keywords

unsaturated lateritic soil ANN RF SVR XGBoost CatBoost PSO relative importance

Data Availability Statement

Data will be made available on request.

Funding

This work was supported without any funding.

Conflicts of Interest

The authors declare no conflicts of interest.

Ethical Approval and Consent to Participate

Not applicable.

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Cite This Article

APA Style
Gnananandarao, T., Muktinutalapati, J., Maralapalle, V., Ram Kumar, B. A. V., & Ajay, C. H. (2025). Advanced Machine Learning and Optimization for Erodibility Prediction of Treated Unsaturated Lateritic Soil. Sustainable Intelligent Infrastructure, 1(2), 93–107. https://doi.org/10.62762/SII.2025.839324
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Compatible with EndNote, Zotero, Mendeley, and other reference managers
TY  - JOUR
AU  - Gnananandarao, Tammineni
AU  - Muktinutalapati, Jayatheja
AU  - Maralapalle, Vedprakash
AU  - Kumar, B. A. V. Ram
AU  - Ajay, CH.
PY  - 2025
DA  - 2025/09/24
TI  - Advanced Machine Learning and Optimization for Erodibility Prediction of Treated Unsaturated Lateritic Soil
JO  - Sustainable Intelligent Infrastructure
T2  - Sustainable Intelligent Infrastructure
JF  - Sustainable Intelligent Infrastructure
VL  - 1
IS  - 2
SP  - 93
EP  - 107
DO  - 10.62762/SII.2025.839324
UR  - https://www.icck.org/article/abs/SII.2025.839324
KW  - unsaturated lateritic soil
KW  - ANN
KW  - RF
KW  - SVR
KW  - XGBoost
KW  - CatBoost
KW  - PSO
KW  - relative importance
AB  - This research pioneers the application of a diverse set of advanced machine learning and optimization methods, to predict the erodibility of lateritic soil treated with cement and nanostructured quarry fines, providing a groundbreaking, data-driven approach that enhances traditional erosion analysis techniques. Traditional experimental methods for erosion analysis are often complex and resource-intensive; therefore, this research focuses on developing predictive models using Python. To build the machine learning and optimization models, 121 data points were collected from existing literature. The dataset includes erodibility measurements of unsaturated lateritic soil treated with local cement and enhanced with nanostructured quarry fines. The study employs Artificial Neural Networks (ANN), Random Forest (RF), Support Vector Machine (SVM), XGBoost, CatBoost, and Particle Swarm Optimization (PSO) to predict soil erodibility. The data was divided into training (70%), testing (15%), and validation (15%) sets for model development and evaluation. Model performance was assessed using statistical metrics such as $R^2$, M.A.E., M.S.E., R.M.S.E., and M.A.P.E. The results indicated an $R^2$ value are almost equal to 1 in training, testing, and validation phases, and the M.A.P.E. values are below 3% for the CatBoost, RF, XGB, SVM, and ANN models across all three phases: training, testing, and validation. The CatBoost, RF, XGB, SVM, and ANN models are most accurate in predicting the erodibility. Finally, relative importance showed that maximum unit weight and hydrated cement are the most influencing parameter in predicting the erodibility.
SN  - 3067-8137
PB  - Institute of Central Computation and Knowledge
LA  - English
ER  - 
BibTeX Format
Compatible with LaTeX, BibTeX, and other reference managers
@article{Gnananandarao2025Advanced,
  author = {Tammineni Gnananandarao and Jayatheja Muktinutalapati and Vedprakash Maralapalle and B. A. V. Ram Kumar and CH. Ajay},
  title = {Advanced Machine Learning and Optimization for Erodibility Prediction of Treated Unsaturated Lateritic Soil},
  journal = {Sustainable Intelligent Infrastructure},
  year = {2025},
  volume = {1},
  number = {2},
  pages = {93-107},
  doi = {10.62762/SII.2025.839324},
  url = {https://www.icck.org/article/abs/SII.2025.839324},
  abstract = {This research pioneers the application of a diverse set of advanced machine learning and optimization methods, to predict the erodibility of lateritic soil treated with cement and nanostructured quarry fines, providing a groundbreaking, data-driven approach that enhances traditional erosion analysis techniques. Traditional experimental methods for erosion analysis are often complex and resource-intensive; therefore, this research focuses on developing predictive models using Python. To build the machine learning and optimization models, 121 data points were collected from existing literature. The dataset includes erodibility measurements of unsaturated lateritic soil treated with local cement and enhanced with nanostructured quarry fines. The study employs Artificial Neural Networks (ANN), Random Forest (RF), Support Vector Machine (SVM), XGBoost, CatBoost, and Particle Swarm Optimization (PSO) to predict soil erodibility. The data was divided into training (70\%), testing (15\%), and validation (15\%) sets for model development and evaluation. Model performance was assessed using statistical metrics such as \$R^2\$, M.A.E., M.S.E., R.M.S.E., and M.A.P.E. The results indicated an \$R^2\$ value are almost equal to 1 in training, testing, and validation phases, and the M.A.P.E. values are below 3\% for the CatBoost, RF, XGB, SVM, and ANN models across all three phases: training, testing, and validation. The CatBoost, RF, XGB, SVM, and ANN models are most accurate in predicting the erodibility. Finally, relative importance showed that maximum unit weight and hydrated cement are the most influencing parameter in predicting the erodibility.},
  keywords = {unsaturated lateritic soil, ANN, RF, SVR, XGBoost, CatBoost, PSO, relative importance},
  issn = {3067-8137},
  publisher = {Institute of Central Computation and Knowledge}
}

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