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Alternative Supplementary Cementitious Materials

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Properties of Fresh and Hardened Concrete Containing Supplementary Cementitious Materials

Part of the book series: RILEM State-of-the-Art Reports ((RILEM State Art Reports,volume 25))

Abstract

The use of supplementary cementitious materials (SCM) has become a major trend in concrete technology with effective utilization of industrial by-products (IBP) such as fly ash, ground granulated blast furnace slag and silica fume. Many types of industrial by-products (IBP) such as fly ash, silica fume, rice husk ash and waste glass are becoming the predominant source of mineral components with pozzolanic properties required to improve the performance of portland cement based materials. The availability of decent quality SCM has almost reached its limits and cannot offset the need for higher volumes of concrete required by developing markets. The use of alternative supplementary cementitious materials, including off-spec products and less-investigated by-products can be a viable alternative. However, there are many obstacles and limitations which hinder the utilization of such products. These are related to the lack of long-term results related to strength and durability, the potential variability in terms of composition and the presence of undesirable substances including heavy metals. These limitations dictate the need for higher production control and product consistency. This report presents the state of the art experience with utilization of modern technologies and potential SCM such as steel slag, pulverized bottom ash, sugarcane bagasse ash, waste glass and low-grade silica fume. Certainly, the current economic conditions make recycling feasible for only a limited number of by-products. Waste materials can be used only when they can be collected, processed, and reused at a cost the same or less than natural raw materials. To increase the rates of recycling, cement and concrete manufacturers need a uniform supply of quality waste; this would require better sorting and also the development of waste identification technology. On the other hand, it is also evident that innovative technologies capable of tolerating multiple contaminants are needed to boost the recycling of industrial by-products and waste beyond the current limits.

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Authors and Affiliations

  1. Advanced and Nano Cement Laboratory, Department of Civil and Environmental Engineering, University of Wisconsin-Milwaukee, 3200 North Cramer Street, Milwaukee, 53211, USA

    Konstantin Sobolev & Marina Kozhukhova

  2. Institute of Architecture and Construction, Belgorod State Technological University named after V.G. Shukhov, Belgorod, 308012, Russia

    Marina Kozhukhova

  3. Laboratory of Building Materials, Department of Civil Engineering, Democritus University of Thrace, 67100, Xanthi, Greece

    Kosmas Sideris

  4. Technical Unit of Physical-Chemical Tests, Institute Eduardo Torroja of Construction Science (IETcc-CSIC), C/Serrano Galvache, 4, 28033, Madrid, Spain

    Esperanza Menéndez

  5. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, 600036, India

    Manu Santhanam

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  1. Konstantin Sobolev
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  2. Marina Kozhukhova
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  3. Kosmas Sideris
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  4. Esperanza Menéndez
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  5. Manu Santhanam
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Correspondence to Konstantin Sobolev .

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Editors and Affiliations

  1. Magnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, Ghent, Belgium

    Nele De Belie

  2. School of Planning, Architecture and Civil Engineering, Queen’s University Belfast, Belfast, United Kingdom

    Marios   Soutsos

  3. Magnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, Ghent, Belgium

    Elke Gruyaert

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Sobolev, K., Kozhukhova, M., Sideris, K., Menéndez, E., Santhanam, M. (2018). Alternative Supplementary Cementitious Materials. In: De Belie, N., Soutsos, M., Gruyaert, E. (eds) Properties of Fresh and Hardened Concrete Containing Supplementary Cementitious Materials. RILEM State-of-the-Art Reports, vol 25. Springer, Cham. https://doi.org/10.1007/978-3-319-70606-1_7

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