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Published on: December 21, 2019
ANN-based swarm intelligence for predicting expansive soil swell pressure and compression strength
Fazal E Jalal1,2, Mudassir Iqbal3, Waseem Akhtar Khan4
1State Key Laboratory of Intelligent Geotechnics and Tunnelling, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, 518060, Guangdong, China. jalal@szu.edu.cn.
This study integrates artificial neural networks (ANN) with optimization algorithms to predict expansive soil properties. The ANN-MPA model demonstrates superior accuracy in predicting swell pressure and unconfined compression strength.
Area of Science:
- Geotechnical Engineering
- Computational Intelligence
- Materials Science
Background:
- Expansive soils pose significant challenges in civil engineering projects due to their volume change behavior.
- Accurate prediction of swell pressure and unconfined compression strength is crucial for foundation design.
- Existing prediction models often struggle with the complex interplay of factors influencing expansive soil behavior.
Purpose of the Study:
- To develop and evaluate novel artificial neural network (ANN) models integrated with metaheuristic optimization algorithms for predicting swell pressure and unconfined compression strength of expansive soils (PsUCS-ES).
- To compare the performance of ANN models optimized with Particle Swarm Optimization (PSO), Grey Wolf Optimization (GWO), Slime Mould Algorithm (SMA), and Marine Predators' Algorithm (MPA).
- To identify the most effective model for accurate and reliable prediction of PsUCS-ES.
Main Methods:
- Four ANN-based models (ANN-PSO, ANN-GWO, ANN-SMA, ANN-MPA) were developed using nine influential parameters derived from 145 published papers.
- Model performance was assessed using metrics like MAE, R2, RMSE, RSR, VAF, WI, and WMAPE.
- Sensitivity and monotonicity analyses were conducted to validate model robustness.
Main Results:
- All developed ANN models achieved a regression coefficient (R) > 0.8 for the overall dataset.
- The ANN-MPA model demonstrated superior performance, yielding the highest R values across training, testing, and validation datasets and the lowest Mean Absolute Error (MAE).
- While some models showed overfitting in unconfined compression strength (UCS) predictions, ANN-MPA exhibited robust performance without significant overfitting, with most predictions falling within ±20% error.
Conclusions:
- Swarm-based ANN models, particularly ANN-MPA, offer a robust solution for predicting PsUCS-ES, effectively handling hyperparameter tuning complexities.
- The ANN-MPA model shows high potential for practical application in geoenvironmental engineering due to its accuracy and reliability.
- The findings support the integration of advanced computational intelligence techniques for improved geotechnical engineering predictions.
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