Study on Compatibility Issues and Flow Behavior of Copper Slag-Based Mortars

Please use this identifier to cite or link to this item: https://idr.l1.nitk.ac.in/jspui/handle/123456789/15073

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DC Field	Value	Language
dc.contributor.author	Thilak Kumar Y.T.
dc.contributor.author	Arpitha D.
dc.contributor.author	Sudarshan V.J.
dc.contributor.author	Rajasekaran C.
dc.contributor.author	Puttaswamy N.
dc.date.accessioned	2021-05-05T10:16:21Z	-
dc.date.available	2021-05-05T10:16:21Z	-
dc.date.issued	2021
dc.identifier.citation	Lecture Notes in Civil Engineering , Vol. 83 , , p. 751 - 758	en_US
dc.identifier.uri	https://doi.org/10.1007/978-981-15-5644-9_59
dc.identifier.uri	http://idr.nitk.ac.in/jspui/handle/123456789/15073	-
dc.description.abstract	With the growing constructions industries, sand availability has become a headache for the builders and engineers. In this paper an attempt has been made to understand the flow characteristics of partially replaced copper slag (10, 20, 30, and 40%) in mortars with varied water binder ratio (0.35, 0.4, and 0.45) for different percentages of superplasticizers dosage (0.2, 0.4, 0.6, 0.8, 1.0, 1.2, 1.4, 1.6, 1.8, and 2.0). Thus, the test results drawn help to identify the optimum dosage of superplasticizer required for different percentage replacement of fine aggregates and water binder ratio and understand the flow behavior characteristics of mortars. © 2021, Springer Nature Singapore Pte Ltd.	en_US
dc.title	Study on Compatibility Issues and Flow Behavior of Copper Slag-Based Mortars	en_US
dc.type	Conference Paper	en_US
Appears in Collections:	2. Conference Papers

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