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Prediction of Axial Bearing Capacity of Piles using Sophisticated ML Algorithms Tuned through Random and Grid Search

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dc.contributor.author Arbi, Syed Jamal
dc.date.accessioned 2024-04-03T07:44:36Z
dc.date.available 2024-04-03T07:44:36Z
dc.date.issued 2024
dc.identifier.other 328433
dc.identifier.uri http://10.250.8.41:8080/xmlui/handle/123456789/42882
dc.description s Supervisor: Dr. Tariq Mahmood Bajwa en_US
dc.description.abstract Pile foundations support structures by transferring loads to deep sub-surface strata, designed to bear the maximum design load without failure. Recent studies are focused on developing innovative models to estimate the pile capacity on efficient ground in less time. The pile load tests are difficult to perform and time-consuming. So, this study aims to address existing gaps in geotechnical engineering research, specifically in pile strength estimation, by deploying advanced machine learning algorithms, namely Random Forest (RF), Support Vector Regression (SVR), and Xtreme Gradient Boost (XG Boost), which are meticulously fine-tuned using hyperparameter optimization techniques, such as Grid Search (GS) and Random Search (RS). The models were formulated in a high-level programming language, namely Python. The model's efficacy was assessed through Root Mean Square Error (RMSE), Coefficient of Determination (R2), and Standard Deviation (SD). The test results show that each model performs well; however, the XGBoost algorithm shows higher efficacy, with high accuracy on the data sets (R2 = 0.933). en_US
dc.language.iso en en_US
dc.publisher (SCEE),NUST en_US
dc.subject Keywords: Machine learning, Pile bearing capacity, Driven piles, Pile load test, Hyperparameter tuning. en_US
dc.title Prediction of Axial Bearing Capacity of Piles using Sophisticated ML Algorithms Tuned through Random and Grid Search en_US
dc.type Thesis en_US


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