Dataset of producing and curing concrete using domestic treated wastewater
We tested the setting time of cement, slump and compressive and tensile strength of 54 triplicate cubic samples and 9 cylindrical samples of concrete with and without a Super plasticizer admixture. We produced concrete samples made with drinking water and treated domestic wastewater containing 300,...
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Published in: | Data in brief Vol. 6; pp. 316 - 325 |
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Main Authors: | , , , , |
Format: | Journal Article |
Language: | English |
Published: |
Netherlands
Elsevier Inc
01-03-2016
Elsevier |
Subjects: | |
Online Access: | Get full text |
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Summary: | We tested the setting time of cement, slump and compressive and tensile strength of 54 triplicate cubic samples and 9 cylindrical samples of concrete with and without a Super plasticizer admixture. We produced concrete samples made with drinking water and treated domestic wastewater containing 300, 400kg/m3 of cement before chlorination and then cured concrete samples made with drinking water and treated wastewater. Second, concrete samples made with 350kg/m3 of cement with a Superplasticizer admixture made with drinking water and treated wastewater and then cured with treated wastewater. The compressive strength of all the concrete samples made with treated wastewater had a high coefficient of determination with the control concrete samples. A 28-day tensile strength of all the samples was 96–100% of the tensile strength of the control samples and the setting time was reduced by 30min which was consistent with a ASTMC191 standard. All samples produced and cured with treated waste water did not have a significant effect on water absorption, slump and surface electrical resistivity tests. However, compressive strength at 21 days of concrete samples using 300kg/m3 of cement in rapid freezing and thawing conditions was about 11% lower than concrete samples made with drinking water. |
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Bibliography: | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
ISSN: | 2352-3409 2352-3409 |
DOI: | 10.1016/j.dib.2015.12.020 |