Prediction of falling weight deflectometer parameters using hybrid model of genetic algorithm and adaptive neuro-fuzzy inference system

被引:3
作者
Nguyen, Long Hoang [1 ]
Vu, Dung Quang [1 ]
Nguyen, Duc Dam [1 ]
Jalal, Fazal E. [2 ]
Iqbal, Mudassir [3 ]
Dang, Vinh The [1 ]
Le, Hiep Van [1 ]
Prakash, Indra [4 ]
Pham, Binh Thai [1 ]
机构
[1] Univ Transport Technol, Fac Civil Engn, Hanoi 10000, Vietnam
[2] Shanghai Jiao Tong Univ, Dept Civil Engn, State Key Lab Ocean Engn, Shanghai 200025, Peoples R China
[3] Univ Engn & Technol, Dept Civil Engn, Peshawar 25120, Pakistan
[4] DDG R Geol Survey India, Gandhinagar 382010, India
关键词
falling weight deflectometer; modulus of subgrade reaction; elastic modulus; metaheuristic algorithms; ARCH ACTION CAPACITY;
D O I
10.1007/s11709-023-0940-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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.
引用
收藏
页码:812 / 826
页数:15
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