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Prediction of Ecofriendly Concrete Compressive Strength Using Gradient Boosting Regression Tree Combined with
Zaineb M Alhakeem1, Yasir Mohammed Jebur2, Sadiq N Henedy3
1Computer Engineering Department, Iraq University College, Basrah 61004, Iraq.
Predicting the compressive strength (Cs) of eco-friendly concrete is vital for sustainable buildings. A hybrid Gradient Boosting Regression Tree (GBRT) model optimized with grid search cross-validation (GridSearchCV) accurately forecasts Cs, enhancing sustainable construction design.
Area of Science:
- Materials Science
- Civil Engineering
- Computational Science
Background:
- The compressive strength (Cs) of eco-friendly concrete is a key parameter for sustainable building design.
- Accurate prediction of Cs is essential for optimizing concrete mixtures and ensuring structural integrity.
- Existing models may lack the precision required for complex eco-friendly concrete formulations.
Purpose of the Study:
- To develop and validate a highly accurate predictive model for the compressive strength of eco-friendly concrete.
- To enhance prediction precision by employing a hybrid Gradient Boosting Regression Tree (GBRT) model optimized with Grid Search Cross-Validation (GridSearchCV).
- To identify and quantify the influence of key input factors on concrete compressive strength.
Main Methods:
- A dataset comprising 164 experiments on eco-friendly concrete was compiled from previous research.
- A hybrid Gradient Boosting Regression Tree (GBRT) model was implemented and optimized using GridSearchCV.
- Model performance was evaluated using Root Mean Square Error (RMSE) and Coefficient of Determination (R²).
- The Shapley Additive Explanation (SHAP) approach was utilized to interpret model predictions and feature importance.
Main Results:
- The GridSearchCV optimization significantly improved the hyperparameter tuning for the GBRT model compared to default settings.
- The optimized GSC-GBRT model demonstrated robust generalization capabilities.
- The predictive model achieved a Root Mean Square Error (RMSE) of 2.3214 and a Coefficient of Determination (R²) of 0.9612 on the testing dataset.
- SHAP analysis provided insights into the significance and contribution of input variables (W/B ratio, age, RA%, GGBFS%, superplasticizer) to compressive strength.
Conclusions:
- The proposed GSC-GBRT model offers a reliable and advantageous approach for predicting the compressive strength of eco-friendly concrete.
- The optimized model enhances prediction accuracy, supporting the efficient design of sustainable buildings.
- Understanding the influence of input factors through SHAP analysis aids in material selection and mix design for improved concrete performance.
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