Please use this identifier to cite or link to this item: http://repo.lib.jfn.ac.lk/ujrr/handle/123456789/9944
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dc.contributor.authorDaniel Niruban, S.-
dc.contributor.authorPratheeba, J.-
dc.contributor.authorSathiparan, N.-
dc.date.accessioned2023-12-15T07:51:16Z-
dc.date.available2023-12-15T07:51:16Z-
dc.date.issued2023-
dc.identifier.urihttp://repo.lib.jfn.ac.lk/ujrr/handle/123456789/9944-
dc.description.abstractThe objective of the present study was to assess how electrical resistivity (ER) of pervious concrete changes with three parameters: aggregate size, aggregate/cement (A/C) ratio and compaction energy. The pervious concrete cubes were cast using three sizes of aggregates, five A/C ratios (3.5, 4.0, 4.5 and 5.0) and five levels of compaction energy (0, 15, 30, 45 and 60 blows by protector hammer) to evaluate the effect of these parameters on ER. The aggregate sizes were 5–12, 12–18 and 18–25 mm. The study produced 225 pervious concrete cubes with 15 different mix designs, and ER was measured. The study analyzed the test data and developed a prediction model using machine-learning (ML) techniques to establish the associations between the three design parameters and the ER. Out of six machine-learning models examined, the random forest regression model and the K nearest neighbor model performed the best in predicting the ER.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.subjectPervious concreteen_US
dc.subjectERen_US
dc.subjectCompaction energyen_US
dc.subjectMachine learningen_US
dc.subjectSHAPen_US
dc.titleSoft computing techniques to predict the electrical resistivity of pervious concreteen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1007/s42107-023-00806-yen_US
Appears in Collections:Civil Engineering

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