Predicting the Entire Static Load Test by Using Generalized Regression Neural Network in the United Arab Emirates

dc.contributor.authorAlzo’ubi, AK
dc.contributor.authorIbrahim, Farid
dc.date.accessioned2022-07-23T10:06:31Z
dc.date.accessioned2023-08-19T08:19:05Z
dc.date.available2022-07-23T10:06:31Z
dc.date.available2023-08-19T08:19:05Z
dc.date.issued2019-06
dc.description.abstractIn the UAE, continuous flight auger piles (CFA) are the most commonly used type of foundations. To minimize the risk of failure, of these CFA piles, mandatory expensive field tests need to be performed and the most important one is the Static Pile Load Test (SPLT). This paper proposes using a General Regression Neural Network (GRNN) to predict the pile performance ahead of any test. Thousands of loading points in over one hundred projects from Dubai, Abu Dhabi, and Al Ain cities are used to develop a GRNN capable of predicting SPLT curves with reasonable accuracy. The friction angle, unconfined compressive strength, depth, soil type, groundwater table, pile’s diameter, and pile’s length are the parameters that are input to predict the load–displacement curves of the SPLT. This approach can complement conventional SPLT and provide engineers with sufficient insight into the pile performance ahead of the actual test.en_US
dc.identifier.citationAlzo’ubi, A. K., & Ibrahim, F. (2019). Predicting the entire static load test by using generalized regression neural network in the United Arab Emirates. In Innovations in computer science and engineering (pp. 375-383). Springer, Singapore.en_US
dc.identifier.doihttps://doi.org/10.1007/978-981-13-7082-3_43
dc.identifier.urihttps://edms.wexl.in/handle/1/3988
dc.language.isoen_USen_US
dc.publisherSpringer, Singaporeen_US
dc.subjectStatic load testen_US
dc.subjectPilesen_US
dc.subjectGRNNen_US
dc.subjectUnited Arab Emiratesen_US
dc.subjectCFA Pilesen_US
dc.titlePredicting the Entire Static Load Test by Using Generalized Regression Neural Network in the United Arab Emiratesen_US
dc.title.alternativeJournal Articleen_US
dc.typeArticleen_US

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