Bearing capacity prediction of the concrete pile using tunned ANFIS system

Journal of Engineering and Applied Science - Tập 71 - Trang 1-21 - 2024
Wei Gu1, Jifei Liao2, Siyuan Cheng1
1Sichuan University Jinjiang College, Meishan, China
2China Mcc5 Group Corp. Ltd, Chengdu, China

Tóm tắt

The design process for pile foundations necessitates meticulous deliberation of the calculation pertaining to the bearing capacity of the piles. The primary objective of this work was to investigate the potential use of Coot bird optimization ( $${\text{CBO}}$$ ) techniques in predicting the load-bearing capacity of concrete-driven piles. Despite the availability of several suggested models, the investigation of Coot bird optimization ( $${\text{CBO}}$$ ) for estimating the pile-carrying capacity has been somewhat neglected in this research. This work presents and validates a unique approach that combines the Coot bird optimization ( $${\text{CBO}}$$ ) model with the Multi-layered perceptron ( $${\text{MLP}}$$ ) neural network and adaptive neuro-fuzzy inference system ( $${\text{ANFIS}}$$ ). The findings of 472 different driven pile static load tests were put in a database. The proposed framework's building, validation, and testing stages were each accomplished utilizing the training set (70%), validation set (15%), and testing set (15%) of the dataset, respectively. According to the findings, $${{\text{MLP}}}_{{\text{CBO}}}$$ and $${{\text{ANFIS}}}_{{\text{CBO}}}$$ both offer remarkable possibilities for accurately predicting the pile-bearing capacity of a given structure. The $${R}^{2}$$ values for $${{\text{ANFIS}}}_{{\text{CBO}}}$$ during the training stage were 0.9874, while during the validating stage, they were 0.9785, and during the testing stage they were 0.987. After considering various kinds of performance studies and contrasting them with existing literature, it has been concluded that the $${{\text{ANFIS}}}_{{\text{CBO}}}$$ model provides a more appropriate calculation of the bearing capacity of concrete-driven piles.

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