Influence of Particle Size of Fine Aggregate on Filling Ability and Segregation Resistance of Self-Compacting Concrete
Keywords:
Self-Compacting Concrete, Mortar fraction,, Filling ability,, Segregation resistance, Spread diameter and V-funnel flow timeAbstract
This paper presents the study of the influence of particle size of fine aggregate on the filling ability and segregation resistance of Self - Compacting Concrete (SCC). The filling ability was assessed from the results of mortar spread diameter by mini truncated cone and the segregation resistance was assessed from the results of mini V-funnel flow time of mortar fraction of SCC as per EFNARC guidelines. 8 mixes of mortar fraction of SCC consists of two different cement replacement percentage (CRP) by fly ash are investigated for four different particle sizes of fine aggregate.
References
[1] “Specification and guidelines for Self-Compacting concrete”, EFNARC, U.K., February 2002.
[2] Krishna Murthy.N., Narasimha Rao A.V, Ramanna Reddy I.V and Vijaya Shekhar Reddy. M.; “Mix Design Procedure for Self-Compacting Concrete”, IOSR Journal of Engineering, vol. 2, no. 9, pp. 33 – 41, September 2012.
[3] Domone P.; “Proportioning of Self- Compacting concrete – the UCL method”, UCL, Department of Civil, Environmental and Geomatic Engineering, November 2009.
[4] “The European Guidelines for Self-Compacting Concrete Specification, Production and use”, EFNARC European project group, May 2005.
[5] Chowdhury Subrato, Kadam Sandeep and Keskar Sandeep; “Impact of fine aggregate Particle size on rheology and compressive strength of mortar for SCC”, The Indian Concrete Journal, vol. 85, no. 4, pp. 51-59,April 2011.
[6] “Methods of physical tests for hydraulic cement”, IS 4031: 1988, Bureau of Indian standards, New Delhi, India, 1988.
[7] “Specification for standard sand for testing of cement, IS 650: 1966”, Bureau of Indian standards, New Delhi, India, 1966.
[2] Krishna Murthy.N., Narasimha Rao A.V, Ramanna Reddy I.V and Vijaya Shekhar Reddy. M.; “Mix Design Procedure for Self-Compacting Concrete”, IOSR Journal of Engineering, vol. 2, no. 9, pp. 33 – 41, September 2012.
[3] Domone P.; “Proportioning of Self- Compacting concrete – the UCL method”, UCL, Department of Civil, Environmental and Geomatic Engineering, November 2009.
[4] “The European Guidelines for Self-Compacting Concrete Specification, Production and use”, EFNARC European project group, May 2005.
[5] Chowdhury Subrato, Kadam Sandeep and Keskar Sandeep; “Impact of fine aggregate Particle size on rheology and compressive strength of mortar for SCC”, The Indian Concrete Journal, vol. 85, no. 4, pp. 51-59,April 2011.
[6] “Methods of physical tests for hydraulic cement”, IS 4031: 1988, Bureau of Indian standards, New Delhi, India, 1988.
[7] “Specification for standard sand for testing of cement, IS 650: 1966”, Bureau of Indian standards, New Delhi, India, 1966.
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Published
2020-01-27
How to Cite
Gupta, A., Chandak, R., & Koshta, M. K. (2020). Influence of Particle Size of Fine Aggregate on Filling Ability and Segregation Resistance of Self-Compacting Concrete. CSVTU Research Journal, 8(2), 145–151. Retrieved from https://csvtujournal.in/index.php/rjet/article/view/75
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