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Advances in Concrete Construction Volume 8, Number 3, November 2019 , pages 225-237 DOI: https://doi.org/10.12989/acc.2019.8.3.225 |
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Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete |
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Mahdi Shariati, Shervin Rafiei, Peyman Mehrabi, Yousef Zandi, Rouhollah Fooladvand, Behnam Gharehaghaj, Ali Shariati, Nguyen Thoi Trung, Musab N.A. Salih and Shek Poi-Ngian
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Abstract | ||
Although applying self-consolidating concrete (SCC) in many modern structures is an inevitable fact, the high consumption of cement in its mixing designs has led to increased production costs and adverse environmental effects. In order to find economically viable sources with environmentally friendly features, natural pozzolan pumice and blast furnace slag in 10-50% of replacement binary designs have been investigated for experiments on the properties of fresh concrete, mechanical properties, and durability. As a natural pozzolan, pumice does not require advanced equipment to prepare for consumption and only needs to be powdered. Pumice has been the main focus of this research because of simple preparation. Also to validate the results, in addition to the control specimens of each design, fly ash as a known powder has been evaluated. Moreover, ternary mixes of pumice and silica fume were investigated to enhance the obtained results of binary mixes. It was concluded that pumice and slag powders indicated favorable performance in the high percentage of replacement. | ||
Key Words | ||
self-consolidating concrete; pumice powder; slag; silica fume; binary and ternary scheme | ||
Address | ||
Mahdi Shariati: Institute of Research and Development, Duy Tan University, Da Nang 550000, Viet Nam Shervin Rafiei: Department of Construction Engineering and Management, Amirkabir University of Technology, Tehran, Iran Peyman Mehrabi: Department of Civil Engineering, K.N. Toosi University of Technology, Tehran, Iran Yousef Zandi: Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran Rouhollah Fooladvand: Department of Civil Engineering, Qeshm International Branch, Islamic Azad University, Qeshm, Iran Behnam Gharehaghaj: Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, Iran Ali Shariati: Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University, Ho Chi Minh City, Vietnam; Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Vietnam Nguyen Thoi Trung: Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University, Ho Chi Minh City, Vietnam; Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Vietnam Musab N.A. Salih: School of civil engineering, Faculty of engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Malaysia Shek Poi-Ngian: Construction Research Center (CRC), Institute for Smart Infrastructure & Innovative Construction (ISIIC), School of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia | ||
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