Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/26539
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dc.contributor.authorSingh, M-
dc.contributor.authorGarg, M-
dc.date.accessioned2014-02-11T11:03:41Z-
dc.date.available2014-02-11T11:03:41Z-
dc.date.issued2001-10-
dc.identifier.issn0975-1084 (Online); 0022-4456 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/26539-
dc.description812-817en_US
dc.description.abstractThe physical properties of the composite binders have been tested and are reported. The composite binder containing slag and other constituents give maximum strength. The performance of the binder in water, as studied by the immersion method, is discussed. The composite binders have been subjected to their use in masonry and plastering and found to possess high strength and high workability than the conventional cement-sand mortars. The use of composite hinders for masonry and plastering works, both in external and internal situations, is recommended. The techno-economic feasibility of the composite binder envisaged for a plant of capacity 50 t/d is presented.en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceJSIR Vol.60(10) [October 2001]en_US
dc.titlePhosphogypsum Based Composite Bindersen_US
dc.typeArticleen_US
Appears in Collections:JSIR Vol.60(10) [October 2001]

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