Estimation of load-bearing capacity of bored piles using machine learning models

被引:18
作者
Binhl, Pham Thai [1 ]
Nguyenl, Dam Duc [1 ]
Buil, Quynh-Anh Thi [1 ]
Nguyen, Manh Duc [2 ]
Vu, Thanh Tien [3 ]
Prakash, Indra [4 ]
机构
[1] Univ Transport & Technol, Hanoi, Vietnam
[2] Univ Transport & Commun, Dept Geotech Engn, Hanoi, Vietnam
[3] Smart Construct Grp, Dept Technol, Hanoi, Vietnam
[4] DDG R Geol Survey India, Gandhinagar 382010, India
来源
VIETNAM JOURNAL OF EARTH SCIENCES | 2022年 / 44卷 / 04期
关键词
Load -bearing capacity; bored pile; machine learning; ANN; ANFIS; SVM; PREDICTION; FOUNDATIONS; STRENGTH; SVM;
D O I
10.15625/2615-9783/17177
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The load-bearing capacity of bored piles is an essential parameter in the foundation design of a structure. In the present study, thee Machine Learning (ML) methods, namely Adaptive Neuro-Fuzzy Inference System (ANFIS), Support Vector Machine (SVM), and Artificial Neural Network (ANN), were utilized to estimate the load-bearing capacity of bored piles based on limited engineering parameters of pile and soil obtained from 75 test sites in Vietnam. These parameters include pile diameter, pile length, the tensile strength of the main longitudinal steel bar, compressive strength of concrete, average SPT index at the tip of the pile, and average SPT index at the pile body. Validation of the methods was verified using standard statistical metrics, namely Root Mean Square Error (RMSE) and Correlation coefficient (R). The results show that all the proposed models have a good potential in predicting correctly the load-bearing capacity of bored piles on training data (R>0.93) and on testing data (R>0.88). Still, the performance of the SVM model is the best (R=0.985 for training and R=0.958 for testing). Thus, the SVM model can accurately predict the load-bearing capacity of bored piles for properly designing the civil engineering structure foundation.
引用
收藏
页码:470 / 480
页数:11
相关论文
共 56 条
[1]   State-of-the-art in artificial neural network applications: A survey [J].
Abiodun, Oludare Isaac ;
Jantan, Aman ;
Omolara, Abiodun Esther ;
Dada, Kemi Victoria ;
Mohamed, Nachaat AbdElatif ;
Arshad, Humaira .
HELIYON, 2018, 4 (11)
[2]   A Parametric Numerical Study for Diagnosing the Failure of Large Diameter Bored Piles Using Supervised Machine Learning Approach [J].
Al-Atroush, Mohamed E. ;
Hefny, Ashraf M. ;
Sorour, Tamer M. .
PROCESSES, 2021, 9 (08)
[3]  
Albusoda B.S., 2021, IOP C SERIES MAT SCI
[4]   Regressive approach for predicting bearing capacity of bored piles from cone penetration test data [J].
Alkroosh, Iyad S. ;
Bahadori, Mohammad ;
Nikraz, Hamid ;
Bahadori, Alireza .
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2015, 7 (05) :584-592
[5]   A comparative study of ANN and ANFIS models for the prediction of cement-based mortar materials compressive strength [J].
Armaghani, Danial Jahed ;
Asteris, Panagiotis G. .
NEURAL COMPUTING & APPLICATIONS, 2021, 33 (09) :4501-4532
[6]   Numerical analysis of unconnected piled raft with cushion [J].
Ata, Alaa ;
Badrawi, Essam ;
Nabil, Marwa .
AIN SHAMS ENGINEERING JOURNAL, 2015, 6 (02) :421-428
[7]  
BARNSTON AG, 1992, WEATHER FORECAST, V7, P699, DOI 10.1175/1520-0434(1992)007<0699:CATCRA>2.0.CO
[8]  
2
[9]  
Bazaraa A.R., 1986, Use of in situ Tests in Geotechnical Engineering, P462
[10]   Estimation of shear strength parameters of soil using Optimized Inference Intelligence System [J].
Binh Thai Pham ;
Amiri, Mahdis ;
Manh Duc Nguyen ;
Trinh Quoc Ngo ;
Kien Trung Nguyen ;
Trung Tran, Hieu ;
Hoanng Vu ;
Bui Thi Quynh Anh ;
Hiep Van Le ;
Prakash, Indra .
VIETNAM JOURNAL OF EARTH SCIENCES, 2021, 43 (02) :189-198