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Creep and Long-Term Properties of Alkali-Activated Swedish-Slag Concrete
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering. Dept. of Civil Engineering, Univ. of Babylon, P.O. Box No. 4, Hillah, Iraq.ORCID iD: 0000-0002-5328-4073
Dept. of Materials Science and Engineering, Univ. of Sheffield, Sheffield S10 2TG, UK.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0001-7279-6528
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Fire Engineering.ORCID iD: 0000-0001-8039-692X
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2021 (English)In: Journal of materials in civil engineering, ISSN 0899-1561, E-ISSN 1943-5533, Vol. 33, no 2, article id 04020475Article in journal (Refereed) Published
Abstract [en]

The construction of the future is moving in the direction of environmentally friendly materials and the use of various types of industrial byproducts and wastes. The use of blast furnace slag (BFS) for the production of concrete is one of those alternatives. In this study, pastes and concretes based on high-MgO BFS were alkali activated with 10% by weight sodium carbonate, sodium silicate, and a combination of both. Heat treatment and laboratory curing were applied. The results showed that heat treatment was effective at reducing the drying shrinkage of alkali-activated slag concretes and promoting high early strength. However, the sodium carbonate–activated slag concrete specimens showed a reduction in compressive strength at later ages. All concrete specimens tested exhibited high drying shrinkage; the highest values were for sodium silicate–activated concretes and the lowest were for sodium carbonate–activated concretes. All concretes tested showed very large creep, which was partly related to the small maximum aggregate size (8 mm) and the effects of carbonation. The carbonation depth after 12–24 months was significantly smaller for the heat-treated specimens and for concrete activated with sodium silicate. The carbonation process resulted in a more porous binder matrix, leading to long-term strength loss and increased creep, especially for sodium silicate–activated mixes.

Place, publisher, year, edition, pages
American Society of Civil Engineers (ASCE), 2021. Vol. 33, no 2, article id 04020475
Keywords [en]
Alkali-activated slag (AAS) concrete, Shrinkage, Creep of AAS, High-MgO slag, Carbonation
National Category
Other Materials Engineering
Research subject
Building Materials
Identifiers
URN: urn:nbn:se:ltu:diva-81879DOI: 10.1061/(ASCE)MT.1943-5533.0003381ISI: 000634783300039Scopus ID: 2-s2.0-85097339464OAI: oai:DiVA.org:ltu-81879DiVA, id: diva2:1507145
Note

Validerad;2020;Nivå 2;2020-12-07 (alebob)

Available from: 2020-12-07 Created: 2020-12-07 Last updated: 2021-04-19Bibliographically approved

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Humad, Abeer M.Habermehl-Cwirzen, KarinRajczakowska, MagdalenaCwirzen, Andrzej

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