Research on Statistical Characteristics and Prediction Methods of Ferronickel Slag Pervious Concrete Performance with Different Sizes of Aggregate and Mixtures
Abstract
:1. Introduction
2. Materials, Mixtures, and Methods
2.1. Materials
2.2. Mixtures
2.3. Test Method
2.3.1. Compressive Strength
2.3.2. Porosity
2.3.3. Permeability Coefficient
3. Test Results
3.1. Compressive Strength
3.2. Porosity
3.3. Permeability Coefficient
3.4. Indicator Discussion
4. Statistical Analysis
4.1. Compressive Strength
4.2. Permeability Coefficient
5. Performance Predictions
5.1. Machine Learning Approaches
5.2. Evaluation Method
5.2.1. RMSE
5.2.2. R2
5.2.3. MAE
5.2.4. MAPE
5.3. Prediction Based on Machine Learning
5.3.1. Compressive Strength
5.3.2. Permeability Coefficient
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Group | Component Name | Coarse Aggregate (kg) | Cementitious Material (kg) | Reinforcing Agent (kg) | Water (kg) | |
---|---|---|---|---|---|---|
OPC | FNS | |||||
FOPC-A | FOPC-A-1-0 | 1600 | 300 | 0 | 10 | 136 |
FOPC-A-1-10 | 1600 | 270 | 30 | 10 | 136 | |
FOPC-A-1-20 | 1600 | 240 | 60 | 10 | 136 | |
FOPC-A-1-30 | 1600 | 210 | 90 | 10 | 136 | |
FOPC-A-1-40 | 1600 | 180 | 120 | 10 | 136 | |
FOPC-A-1-50 | 1600 | 150 | 150 | 10 | 136 | |
FOPC-A-2-0 | 1600 | 320 | 0 | 12 | 144 | |
FOPC-A-2-10 | 1600 | 288 | 32 | 12 | 144 | |
FOPC-A-2-20 | 1600 | 256 | 64 | 12 | 144 | |
FOPC-A-2-30 | 1600 | 224 | 96 | 12 | 144 | |
FOPC-A-2-40 | 1600 | 192 | 128 | 12 | 144 | |
FOPC-A-2-50 | 1600 | 160 | 160 | 12 | 144 | |
FOPC-A-3-0 | 1600 | 350 | 0 | 15 | 154 | |
FOPC-A-3-10 | 1600 | 315 | 35 | 15 | 154 | |
FOPC-A-3-20 | 1600 | 280 | 70 | 15 | 154 | |
FOPC-A-3-30 | 1600 | 245 | 105 | 15 | 154 | |
FOPC-A-3-40 | 1600 | 210 | 140 | 15 | 154 | |
FOPC-A-3-50 | 1600 | 175 | 175 | 15 | 154 | |
FOPC-B | FOPC-B-1-0 | 1600 | 300 | 0 | 10 | 136 |
FOPC-B-1-10 | 1600 | 270 | 30 | 10 | 136 | |
FOPC-B-1-20 | 1600 | 240 | 60 | 10 | 136 | |
FOPC-B-1-30 | 1600 | 210 | 90 | 10 | 136 | |
FOPC-B-1-40 | 1600 | 180 | 120 | 10 | 136 | |
FOPC-B-1-50 | 1600 | 150 | 150 | 10 | 136 | |
FOPC-B-2-0 | 1600 | 320 | 0 | 12 | 144 | |
FOPC-B-2-10 | 1600 | 288 | 32 | 12 | 144 | |
FOPC-B-2-20 | 1600 | 256 | 64 | 12 | 144 | |
FOPC-B-2-30 | 1600 | 224 | 96 | 12 | 144 | |
FOPC-B-2-40 | 1600 | 192 | 128 | 12 | 144 | |
FOPC-B-2-50 | 1600 | 160 | 160 | 12 | 144 | |
FOPC-B-3-0 | 1600 | 350 | 0 | 15 | 154 | |
FOPC-B-3-10 | 1600 | 315 | 35 | 15 | 154 | |
FOPC-B-3-20 | 1600 | 280 | 70 | 15 | 154 | |
FOPC-B-3-30 | 1600 | 245 | 105 | 15 | 154 | |
FOPC-B-3-40 | 1600 | 210 | 140 | 15 | 154 | |
FOPC-B-3-50 | 1600 | 175 | 175 | 15 | 154 | |
FOPC-C | FOPC-C-1-0 | 1600 | 300 | 0 | 10 | 136 |
FOPC-C-1-10 | 1600 | 270 | 30 | 10 | 136 | |
FOPC-C-1-20 | 1600 | 240 | 60 | 10 | 136 | |
FOPC-C-1-30 | 1600 | 210 | 90 | 10 | 136 | |
FOPC-C-1-40 | 1600 | 180 | 120 | 10 | 136 | |
FOPC-C-1-50 | 1600 | 150 | 150 | 10 | 136 | |
FOPC-C-2-0 | 1600 | 320 | 0 | 12 | 144 | |
FOPC-C-2-10 | 1600 | 288 | 32 | 12 | 144 | |
FOPC-C-2-20 | 1600 | 256 | 64 | 12 | 144 | |
FOPC-C-2-30 | 1600 | 224 | 96 | 12 | 144 | |
FOPC-C-2-40 | 1600 | 192 | 128 | 12 | 144 | |
FOPC-C-2-50 | 1600 | 160 | 160 | 12 | 144 | |
FOPC-C-3-0 | 1600 | 350 | 0 | 15 | 154 | |
FOPC-C-3-10 | 1600 | 315 | 35 | 15 | 154 | |
FOPC-C-3-20 | 1600 | 280 | 70 | 15 | 154 | |
FOPC-C-3-30 | 1600 | 245 | 105 | 15 | 154 | |
FOPC-C-3-40 | 1600 | 210 | 140 | 15 | 154 | |
FOPC-C-3-50 | 1600 | 175 | 175 | 15 | 154 |
Approach | Performance Measures | |||
---|---|---|---|---|
R2 | RMSE (MPa) | MAE (MPa) | MAPE (%) | |
LR | 0.83 | 0.97 | 0.79 | 9.13 |
SVM | 0.81 | 1.04 | 0.81 | 8.17 |
RT | 0.85 | 0.93 | 0.73 | 7.48 |
GPR | 0.85 | 0.92 | 0.72 | 8.15 |
Approach | Performance Measures | |||
---|---|---|---|---|
R2 | RMSE (mm/s) | MAE (mm/s) | MAPE | |
LR | 0.96 | 0.86 | 0.69 | 3.40 |
SVM | 0.96 | 0.85 | 0.69 | 3.42 |
RT | 0.94 | 1.01 | 0.82 | 3.19 |
GPR | 0.95 | 0.88 | 0.70 | 3.38 |
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Tang, Z.; Peng, H.; Yi, S.; Feng, F. Research on Statistical Characteristics and Prediction Methods of Ferronickel Slag Pervious Concrete Performance with Different Sizes of Aggregate and Mixtures. Buildings 2024, 14, 1255. https://doi.org/10.3390/buildings14051255
Tang Z, Peng H, Yi S, Feng F. Research on Statistical Characteristics and Prediction Methods of Ferronickel Slag Pervious Concrete Performance with Different Sizes of Aggregate and Mixtures. Buildings. 2024; 14(5):1255. https://doi.org/10.3390/buildings14051255
Chicago/Turabian StyleTang, Zhongping, Hua Peng, Shixiang Yi, and Fan Feng. 2024. "Research on Statistical Characteristics and Prediction Methods of Ferronickel Slag Pervious Concrete Performance with Different Sizes of Aggregate and Mixtures" Buildings 14, no. 5: 1255. https://doi.org/10.3390/buildings14051255