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Experimental investigation of the effect of fly ash and perlite on hydration temperature in self-compacting concrete

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Abstract

The cement hydration reaction is an exothermic reaction characterised by a rise in temperature within concrete during its setting phase. This is significant in the case of self-compacting concrete (SCC), which has a high cement content and low water–cement ratio. An experimental investigation was undertaken to measure the temperature developed during the setting of M-40 grade SCC mix with crushed sand. Mix A without any powder addition, Mix B with 20% fly ash as a cement replacement material and Mix C with 20% fly ash as a cement replacement material and 5% perlite as a fine aggregate replacement were studied. The cube specimens corresponding to the three mixes were observed for a period of 48 h, and the temperatures observed during the setting phase of the concrete mixes were plotted. The maximum cube temperature for Mix B was 3% lower than the maximum cube temperature for Mix A, whilst for Mix C, the value was 7% lower than the maximum temperature recorded for Mix A. The addition of fly ash and perlite reduced the temperature due to the hydration reaction.

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Acknowledgements

The authors would like to acknowledge Aditya Birla Science and Technology Company Ltd. of Mumbai, India, for funding the project.

Funding

The research was supported by Aditya Birla Science and Technology Company Ltd. Mumbai India (Grant 11/2011).

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ASG—conceptualization of experiment, laboratory Investigations, writing the original draft, review and editing of manuscript. VVR—funding acquisition.

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Correspondence to Abhijeet S. Gandage.

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Gandage, A.S., Ram, V.V. Experimental investigation of the effect of fly ash and perlite on hydration temperature in self-compacting concrete. Asian J Civ Eng 24, 3509–3520 (2023). https://doi.org/10.1007/s42107-023-00728-9

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