Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches

Rock-socketed piles, frequently employed in soft ground foundations, represent a matter of paramount issue in research, design, and construction, primarily because of their bearing capacity. The precise estimation of the Ultimate Bearing Capacity (Qu) of these rock-socketed piles proves to be a form...

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Main Authors: Ali Hassan, Hamza Rashid
Format: Article
Language:English
Published: Bilijipub publisher 2023-12-01
Series:Advances in Engineering and Intelligence Systems
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Online Access:https://aeis.bilijipub.com/article_186528_de4caa0aeef17acfd8d6504f81778d47.pdf
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author Ali Hassan
Hamza Rashid
author_facet Ali Hassan
Hamza Rashid
author_sort Ali Hassan
collection DOAJ
description Rock-socketed piles, frequently employed in soft ground foundations, represent a matter of paramount issue in research, design, and construction, primarily because of their bearing capacity. The precise estimation of the Ultimate Bearing Capacity (Qu) of these rock-socketed piles proves to be a formidable challenge, primarily due to the inherent uncertainties associated with the myriad factors influencing this capacity. This article introduces an innovative methodology for the precise prediction of Qu. This approach leverages the Naive Bayes (NB) algorithm to construct exact and comprehensive predictive models. To enhance the model's precision, the study incorporates two state-of-the-art meta-heuristic algorithms, the Artificial Hummingbird Algorithm (AHA) and the Improved Grey Wolf Optimizer (IGWO), into the analysis. This amalgamation gives rise to three distinct models: NBAH, NBIG, and the NB hybrid models. Moreover, the implemented method is assessed against the results obtained from experiments by some evaluators including R2, RMSE, RSR, MAE, WAPE, and SI. Of these models, the NBIG model emerges as a standout performer, boasting remarkable R2 value of 0.993 (lower than 1% enhanced performance compared to NBAH) and an ideal RMSE of 1381.3 (about 16% lower than that of NBAH) during the training phase. These impressive metrics underscore the model's exceptional accuracy and unwavering dependability in predicting the Qu of rock-socketed piles.
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spelling doaj-art-1437ed784e244de29627d243169afbef2025-02-12T08:47:31ZengBilijipub publisherAdvances in Engineering and Intelligence Systems2821-02632023-12-010020410712010.22034/aeis.2023.427941.1150186528Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning ApproachesAli Hassan0Hamza Rashid1Department of Mechatronics Engineering, Center of Industrial Electronics (CIE), University of Southern Denmark, Sønderborg, 6400, DenmarkDepartment of Mechatronics Engineering, Center of Industrial Electronics (CIE), University of Southern Denmark, Sønderborg, 6400, DenmarkRock-socketed piles, frequently employed in soft ground foundations, represent a matter of paramount issue in research, design, and construction, primarily because of their bearing capacity. The precise estimation of the Ultimate Bearing Capacity (Qu) of these rock-socketed piles proves to be a formidable challenge, primarily due to the inherent uncertainties associated with the myriad factors influencing this capacity. This article introduces an innovative methodology for the precise prediction of Qu. This approach leverages the Naive Bayes (NB) algorithm to construct exact and comprehensive predictive models. To enhance the model's precision, the study incorporates two state-of-the-art meta-heuristic algorithms, the Artificial Hummingbird Algorithm (AHA) and the Improved Grey Wolf Optimizer (IGWO), into the analysis. This amalgamation gives rise to three distinct models: NBAH, NBIG, and the NB hybrid models. Moreover, the implemented method is assessed against the results obtained from experiments by some evaluators including R2, RMSE, RSR, MAE, WAPE, and SI. Of these models, the NBIG model emerges as a standout performer, boasting remarkable R2 value of 0.993 (lower than 1% enhanced performance compared to NBAH) and an ideal RMSE of 1381.3 (about 16% lower than that of NBAH) during the training phase. These impressive metrics underscore the model's exceptional accuracy and unwavering dependability in predicting the Qu of rock-socketed piles.https://aeis.bilijipub.com/article_186528_de4caa0aeef17acfd8d6504f81778d47.pdfultimate bearing capacitynaive bayesartificial hummingbird algorithmimproved grey wolf optimizer
spellingShingle Ali Hassan
Hamza Rashid
Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches
Advances in Engineering and Intelligence Systems
ultimate bearing capacity
naive bayes
artificial hummingbird algorithm
improved grey wolf optimizer
title Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches
title_full Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches
title_fullStr Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches
title_full_unstemmed Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches
title_short Estimation of Ultimate Bearing Capacity in Rock-Socketed Piles Using Optimized Machine Learning Approaches
title_sort estimation of ultimate bearing capacity in rock socketed piles using optimized machine learning approaches
topic ultimate bearing capacity
naive bayes
artificial hummingbird algorithm
improved grey wolf optimizer
url https://aeis.bilijipub.com/article_186528_de4caa0aeef17acfd8d6504f81778d47.pdf
work_keys_str_mv AT alihassan estimationofultimatebearingcapacityinrocksocketedpilesusingoptimizedmachinelearningapproaches
AT hamzarashid estimationofultimatebearingcapacityinrocksocketedpilesusingoptimizedmachinelearningapproaches