Cement-superplasticizer compatibility and flow properties of binder paste and mortar using marsh cone and flow table method

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dc.contributor.author Mushtaq, Sheikh Mayesser
dc.contributor.author Rajput, Tarun
dc.contributor.author Basu, Dhiman
dc.coverage.spatial India
dc.date.accessioned 2022-12-16T16:00:16Z
dc.date.available 2022-12-16T16:00:16Z
dc.date.issued 2022-09
dc.identifier.citation Mushtaq, Sheikh Mayesser; Rajput, Tarun and Basu, Dhiman, "Cement-superplasticizer compatibility and flow properties of binder paste and mortar using marsh cone and flow table method", The Indian Concrete Journal, vol. 96, no. 9, pp. 20-33, Sep. 2022. en_US
dc.identifier.issn 0019-4565
dc.identifier.uri https://www.icjonline.com/editionabstract_detail/092022
dc.identifier.uri https://repository.iitgn.ac.in/handle/123456789/8395
dc.description.abstract Flow behavior of the binder paste renders a fair idea about the properties of high-performance concrete, especially, in the fresh state. Optimisation of the cement matrix phase or the paste phase in terms of fluidity is an important step in the development of high-performance concrete. It is, therefore, imperative to have a simple, effective, and reliable methodology to assess the flow behavior of the paste. Marsh cone test is often employed for this purpose, and limited review of the prior art indicates no standardization of the quantity of the paste corresponding to which the flow time should be measured and the saturation dosage of superplasticizer to be assessed. Rate of flow through the cone orifice may not remain same, and rather decreases with time. This paper investigates the flow time for different quantities of the paste with an aim to assess the optimum quantity to be used with Marsh cone test for the determination of saturation dosage of superplasticizer. The effect of mixing time upon the flow behavior of the paste is next evaluated with the help of Marsh cone test. Further, the mix design of high-performance concrete of compressive strength in the order of 100 MPa often excludes the coarse aggregates, and hence, resulting in a significant increase in the cost of concrete production. This paper also investigates the flow behavior of the mortar prepared with a low sand-to-cement ratio of 0.62, which is typically the case with ~100 MPa concrete utilizing coarse aggregates. Marsh cone test may not be feasible in such a case on account of low water-cement ratio. Conventional flow-table test is indigenously extended for this purpose to make inference on the fluidity of paste and the saturation of superplasticizer dosage. Finally, results of the paper, in principle, enable assessment of the cement-superplasticizer compatibility. Three different brands of cements are used throughout the test program with a well-known brand of superplasticizer.
dc.description.statementofresponsibility by Sheikh Mayesser Mushtaq, Tarun Rajput and Dhiman Basu
dc.format.extent vol. 96, no. 9, pp. 20-33
dc.language.iso en_US en_US
dc.publisher Associated Cement Companies Ltd. en_US
dc.subject Marsh cone test en_US
dc.subject Superplasticizer en_US
dc.subject Coarse aggregates en_US
dc.subject Conventional flow-table test en_US
dc.subject Flow behavior en_US
dc.title Cement-superplasticizer compatibility and flow properties of binder paste and mortar using marsh cone and flow table method en_US
dc.type Journal Paper en_US
dc.relation.journal The Indian Concrete Journal


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