Prediction of Pullout Behavior of Belled Piles through Various Machine Learning Modelling Techniques

被引:20
作者
Dieu Tien Bui [1 ,2 ]
Moayedi, Hossein [3 ,4 ]
Abdullahi, Mu'azu Mohammed [5 ]
Rashid, Ahmad Safuan A. [6 ]
Hoang Nguyen [7 ,8 ]
机构
[1] Duy Tan Univ, Inst Res & Dev, Da Nang 550000, Vietnam
[2] Univ South Eastern Norway, Dept Business & IT, Geog Informat Syst Grp, N-3800 Bo I Telemark, Norway
[3] Ton Duc Thang Univ, Dept Management Sci & Technol Dev, Ho Chi Minh City, Vietnam
[4] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
[5] Univ Hafr Al Batin, Coll Engn, Civil Engn Dept, Al Jamiah 39524, Eastern Provinc, Saudi Arabia
[6] Univ Teknol Malaysia, Fac Engn, Ctr Trop Geoengn Geotrop, Sch Civil Engn, Johor Baharu 81300, Malaysia
[7] Hanoi Univ Min land Geol, Dept Surface Min, Duc Thang Ward, 18 Vien St, Hanoi, Vietnam
[8] Hanoi Univ Min & Geol, Ctr Min Electromech Res, Duc Thang Ward, 18 Vien St, Hanoi, Vietnam
关键词
machine learning; belled piles; pullout behavior; UPLIFT CAPACITY; SUCTION CAISSON; BEARING CAPACITY; REGRESSION; OPTIMIZATION; STRENGTH; ANFIS;
D O I
10.3390/s19173678
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
The main goal of this study is to estimate the pullout forces by developing various modelling technique like feedforward neural network (FFNN), radial basis functions neural networks (RBNN), general regression neural network (GRNN) and adaptive neuro-fuzzy inference system (ANFIS). A hybrid learning algorithm, including a back-propagation and least square estimation, is utilized to train ANFIS in MATLAB (software). Accordingly, 432 samples have been applied, through which 300 samples have been considered as training dataset with 132 ones for testing dataset. All results have been analyzed by ANFIS, in which the reliability has been confirmed through the comparing of the results. Consequently, regarding FFNN, RBNN, GRNN, and ANFIS, statistical indexes of coefficient of determination (R-2), variance account for (VAF) and root mean square error (RMSE) in the values of (0.957, 0.968, 0.939, 0.902, 0.998), (95.677, 96.814, 93.884, 90.131, 97.442) and (2.176, 1.608, 3.001, 4.39, 0.058) have been achieved for training datasets and the values of (0.951, 0.913, 0.729, 0.685 and 0.995), (95.04, 91.13, 72.745, 66.228, 96.247) and (2.433, 4.032, 8.005, 10.188 and 1.252) are for testing datasets indicating a satisfied reliability of ANFIS in estimating of pullout behavior of belled piles.
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页数:25
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