Abstract
A falling weight deflectometer is a testing device used in civil engineering to measure and evaluate the physical properties of pavements, such as the modulus of the subgrade reaction (Y1) and the elastic modulus of the slab (Y2), which are crucial for assessing the structural strength of pavements. In this study, we developed a novel hybrid artificial intelligence model, i.e., a genetic algorithm (GA)-optimized adaptive neuro-fuzzy inference system (ANFIS-GA), to predict Y1 and Y2 based on easily determined 13 parameters of rigid pavements. The performance of the novel ANFIS-GA model was compared to that of other benchmark models, namely logistic regression (LR) and radial basis function regression (RBFR) algorithms. These models were validated using standard statistical measures, namely, the coefficient of correlation (R), mean absolute error (MAE), and root mean square error (RMSE). The results indicated that the ANFIS-GA model was the best at predicting Y1 (R = 0.945) and Y2 (R = 0.887) compared to the LR and RBFR models. Therefore, the ANFIS-GA model can be used to accurately predict Y1 and Y2 based on easily measured parameters for the appropriate and rapid assessment of the quality and strength of pavements.
| Original language | English |
|---|---|
| Pages (from-to) | 812-826 |
| Number of pages | 15 |
| Journal | Frontiers of Structural and Civil Engineering |
| Volume | 17 |
| Issue number | 5 |
| DOIs | |
| State | Published - May 2023 |
| Externally published | Yes |
Bibliographical note
Publisher Copyright:© 2023, Higher Education Press.
Keywords
- elastic modulus
- falling weight deflectometer
- metaheuristic algorithms
- modulus of subgrade reaction
ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture