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Design deep neural network architecture using a genetic algorithm for estimation of pile bearing capacity
Tuan Anh Pham1, Van Quan Tran1, Huong-Lan Thi Vu1
1University of Transport Technology, Hanoi, Vietnam.
This study optimizes deep learning for predicting driven pile bearing capacity using a hybrid Genetic Algorithm-Deep Learning Neural Network (GA-DLNN) model. The GA-DLNN approach effectively identifies critical features and optimal parameters, enhancing prediction accuracy.
Area of Science:
- Geotechnical Engineering
- Artificial Intelligence in Civil Engineering
- Machine Learning Applications
Background:
- Accurate prediction of pile bearing capacity is crucial for safe and economical foundation design.
- Traditional methods can be time-consuming and may not capture complex soil-pile interactions effectively.
- Machine learning offers a promising avenue for enhancing predictive capabilities in geotechnical engineering.
Purpose of the Study:
- To develop and evaluate a hybrid Genetic Algorithm-Deep Learning Neural Network (GA-DLNN) model for predicting the bearing capacity of driven piles.
- To optimize the Deep Learning Neural Network (DLNN) model parameters using evolutionary algorithms.
- To assess the impact of feature selection on the predictive accuracy of the hybrid model.
Main Methods:
- A Genetic Algorithm (GA) was employed for feature selection from a dataset of 472 driven pile static load tests.
- A GA-DLNN hybrid model was developed to optimize DLNN parameters (network algorithm, activation function, hidden layers, neurons per layer).
- The dataset was split into training (60%), validation (20%), and testing (20%) sets for model development and evaluation using R2, IA, MAE, and RMSE metrics.
Main Results:
- The GA-DLNN hybrid model successfully identified optimal parameters for the DLNN, improving prediction accuracy.
- The model utilizing only the most critical features selected by the GA demonstrated superior accuracy compared to using all input variables.
- Performance metrics (R2, IA, MAE, RMSE) indicated the effectiveness of the hybrid model in predicting pile bearing capacity.
Conclusions:
- The GA-DLNN hybrid model provides an effective approach for optimizing DLNN performance in predicting driven pile bearing capacity.
- Feature selection using Genetic Algorithms significantly enhances the accuracy of the predictive model.
- This AI-driven methodology offers a robust and accurate alternative for pile foundation design analysis.
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