eprintid: 1334 rev_number: 7 eprint_status: archive userid: 7 dir: disk0/00/00/13/34 datestamp: 2025-02-08 05:36:59 lastmod: 2025-02-08 05:36:59 status_changed: 2025-02-08 05:36:59 type: article metadata_visibility: show creators_name: Palalane, Lesego creators_name: Dithinde, Mahongo title: The Use of Machine Learning Approach to Predict Pile Capacity in Non-Cohesive Soils ispublished: pub subjects: TA divisions: j6 full_text_status: public keywords: Machine learning, SPT-based pile methods, Load Bearing Capacity, Full-scale Load Test, Chin extrapolation method, Terzhagi’s 10% criteria. abstract: Existing theoretical and empirical pile design methods cannot accurately model the complex interaction between piles and soil. Consequently, there is a growing trend towards utilizing machine learning techniques to better capture the nonlinear soil-pile interaction. This paper aims to predict the capacity of bored piles in cohesionless soils using a machine learning approach. The machine learning algorithm was trained using a database of 18 bored pile cases in non-cohesive soils and validated with a separate dataset of 8 bored piles in cohesionless soil. Moreover, the performance of the machine learning method was compared with that of a traditional pile design method (i.e., SA-SPT method) in Southern Africa. The evaluation was based on the ratio of measured capacity to predicted capacity (Qm/Qp) statistics and the coefficient of determination (R2). The results showed an R2 of 0.89 for the machine learning method compared to 0.85 for the SA-SPT method, indicating the superior accuracy of the machine learning approach in predicting pile capacity. date: 2024-09-15 publication: Journal of Civil Engineering and Urbanism volume: 14 number: 3s publisher: Scienceline Publication, Ltd pagerange: 311-317 id_number: doi:10.54203/jceu.2024.34 refereed: TRUE issn: 22520430 official_url: https://doi.org/10.54203/jceu.2024.34 j_index: notindex citation: (2024) The Use of Machine Learning Approach to Predict Pile Capacity in Non-Cohesive Soils. Journal of Civil Engineering and Urbanism. pp. 311-317. ISSN 22520430 document_url: http://eprints.science-line.com/id/eprint/1334/1/JCEU14%283s%29311-317%2C2024.pdf