Use of Slag from the Combustion of Solid Municipal Waste as A Partial Replacement of Cement in Mortar and Concrete

• Published in: Materials Vol. 13; no. 7; p. 1593
• Main Authors: Czop, Monika, Łaźniewska-Piekarczyk, Beata
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 31.03.2020; MDPI
• Subjects: Additives; Admixtures; Aluminum; Bend strength; Blast furnace components; Blast furnace slags; Cement; Clinker; Combustion; Compressive strength; Construction industry; Energy; Environmental impact; Flue gas; Fly ash; Granulation; Hardening furnaces; Incineration; Leaching; Mortars (material); Municipal solid waste; Municipal waste management; Portland cements; Recycling; Silica fume; Silicon dioxide; Slag; Solid waste management; Sulfur trioxide; Waste disposal; Poland; concrete; cement; incineration; mortar; circular economy; municipal solid waste minimization; slag; addition
• DOI: 10.3390/ma13071593
• ISSN: 1996-1944

In Europe, the use of wastes in the cement and construction industry follows the assumptions of sustainability and the idea of circular economy. At present, it is observed that cement plants introduce wastes to the cement in the form of so-called mineral additives. The most often used mineral additives are: fly ash with silica fume, granulated blast furnace slag and silica fume. The use of mineral additives in the cement is related to the fact that the use of the most expensive component of cement—Portland cement clinker—is limited. The purpose of the article is a preliminary evaluation of the suitability of slag from the municipal solid waste incineration plant for its use as a replacement of cement. In this article, slag from the municipal solid waste incineration (MSWI) replaces cement in the quantity of 30%, and presents the content of oxides and elements of slag from the MSWI. The obtained results are compared to the requirements that the crushed and granulated blast furnace slag need to meet to be suitable for use as an additive of type II to the concrete. The conducted analyses confirmed that the tested slag meets the requirements for the granulated blast furnace slag as an additive to the concrete in the following parameters: CaO ≤ 18.0%, SO3 ≤ 2.5% and Cl ≤ 0.1%. At the same time, mechanical features were tested of the designed mortars which consisted of a mixture of Portland cement (CEM I) with 30% of slag admixture. The designed mortar after 28 days of maturing reached a compressive strength of 32.0 MPa, and bending strength of 4.0 MPa. When compared to the milled granulated blast furnace slag (GBFS), the obtained values are slightly lower. Furthermore, the hardened mortars were subject to a leachability test to check the impact on the environment. Test results showed that the aqueous extracts from mixtures with 30% of slag admixtures slightly exceed the limits and do not pose a sufficiant threat to the environment as to eliminate the MSWI slag from economical use.