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Usta MC, Yörük CR, Uibu M, Traksmaa R, Hain T, Gregor A, Trikkel A. Carbonation and Leaching Behaviors of Cement-Free Monoliths Based on High-Sulfur Fly Ashes with the Incorporation of Amorphous Calcium Aluminate. ACS OMEGA 2023; 8:29543-29557. [PMID: 37599912 PMCID: PMC10433480 DOI: 10.1021/acsomega.3c03286] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Grants] [Track Full Text] [Download PDF] [Figures] [Subscribe] [Scholar Register] [Received: 05/16/2023] [Accepted: 07/05/2023] [Indexed: 08/22/2023]
Abstract
The high sulfate content in various alkaline wastes, including those from fossil fuel and biomass combustion, and other industrial processes, necessitates careful management when used in cementitious systems to prevent potential deterioration of construction materials and environmental safety concerns. This study explores the under-researched area of high-sulfur fly ash (HSFA) utilization in the production of cement-free monoliths through accelerated carbonation and further examines the effect of niobium slag (NS)-a calcium aluminate-containing slag-as an additive on the strength development and the mobility of SO42-. The methodology involves mineralogical and microstructural analyses of monoliths before and after carbonation, accounting for the effects of accelerated carbonation treatment and NS addition. The findings suggest that accelerated carbonation significantly improves the initial compressive strength of the HSFA monoliths and generally immobilizes heavy metals, while the effect on sulfate immobilization can vary depending on the ash composition. Moreover, the addition of NS further enhances strength without substantially hindering CO2 uptake, while reducing the leaching values, particularly of sulfates and heavy metals. These findings suggest that it is feasible to use calcium aluminate-containing NS in HSFA-based carbonated monoliths to immobilize sulfates without compromising the strength development derived from carbonation. This research contributes to the understanding of how accelerated carbonation and NS addition can enhance the performance of HSFA-based materials, providing valuable insights for the development of sustainable construction materials.
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Affiliation(s)
- Mustafa Cem Usta
- Department
of Materials and Environmental Technology, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
| | - Can Rüstü Yörük
- Department
of Materials and Environmental Technology, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
| | - Mai Uibu
- Department
of Materials and Environmental Technology, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
| | - Reiner Traksmaa
- Department
of Mechanical and Industrial Engineering, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
| | - Tiina Hain
- Department
of Civil Engineering and Architecture, Tallinn
University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
| | - Andre Gregor
- Department
of Materials and Environmental Technology, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
| | - Andres Trikkel
- Department
of Materials and Environmental Technology, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
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Teker Ercan EE, Andreas L, Cwirzen A, Habermehl-Cwirzen K. Wood Ash as Sustainable Alternative Raw Material for the Production of Concrete-A Review. MATERIALS (BASEL, SWITZERLAND) 2023; 16:2557. [PMID: 37048856 PMCID: PMC10095573 DOI: 10.3390/ma16072557] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Figures] [Subscribe] [Scholar Register] [Received: 03/02/2023] [Revised: 03/16/2023] [Accepted: 03/21/2023] [Indexed: 06/19/2023]
Abstract
Different ecological binders have been used to minimize the negative effects of cement production and use on the environment. Wood ash is one of these alternative binders, and there has been increasing research related to this topic recently. The wood ash utilized in the literature primarily originates from power plants and local bakeries, and predominantly wood fly ash is used. This review paper examines the use of wood ash as an ecological binder in two different applications: as a cement replacement and as an alkali-activated material. Studies have shown that while increased wood ash content in concrete and mortars can have negative effects on strength and durability, it is still a promising and developable material. Depending on the chemical composition of the wood ash, the strength and durability properties of concrete might be slightly improved by utilizing wood ash as a replacement for cement, with an optimal replacement level of 10-20%. However, there is a need for more research regarding the effects of wood ash on the durability of cement-based materials and its use in alkali-activated materials. Overall, this review provides a comprehensive overview of the properties of wood ash and its potential applications in conventional concrete and mortars, as well as in alkali-activated materials.
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Affiliation(s)
- Ece Ezgi Teker Ercan
- Building Materials, Department of Civil, Environmental and Natural Resources Engineering, Luleå University of Technology, 97187 Luleå, Sweden; (A.C.); (K.H.-C.)
| | - Lale Andreas
- Waste Science and Technology, Department of Civil, Environmental and Natural Resources Engineering, Luleå University of Technology, 97187 Luleå, Sweden;
| | - Andrzej Cwirzen
- Building Materials, Department of Civil, Environmental and Natural Resources Engineering, Luleå University of Technology, 97187 Luleå, Sweden; (A.C.); (K.H.-C.)
| | - Karin Habermehl-Cwirzen
- Building Materials, Department of Civil, Environmental and Natural Resources Engineering, Luleå University of Technology, 97187 Luleå, Sweden; (A.C.); (K.H.-C.)
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Sorrentino GP, Zanoletti A, Ducoli S, Zacco A, Iora P, Invernizzi CM, Di Marcoberardino G, Depero LE, Bontempi E. Accelerated and natural carbonation of a municipal solid waste incineration (MSWI) fly ash mixture: Basic strategies for higher carbon dioxide sequestration and reliable mass quantification. ENVIRONMENTAL RESEARCH 2023; 217:114805. [PMID: 36375507 DOI: 10.1016/j.envres.2022.114805] [Citation(s) in RCA: 1] [Impact Index Per Article: 1.0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 10/03/2022] [Revised: 11/09/2022] [Accepted: 11/11/2022] [Indexed: 06/16/2023]
Abstract
The carbonation of alkaline wastes is an interesting research field that may offer opportunities for CO2 reduction. However, the literature is mainly devoted to studying different waste sequestration capabilities, with lame attention to the reliability of the data about CO2 reduction, or to the possibilities to increase the amount of absorbed CO2. In this work, for the first time, the limitation of some methods used in literature to quantify the amount of sequestered CO2 is presented, and the advantages of using suitable XRD strategies to evaluate the crystalline calcium carbonate phases are demonstrated. In addition, a zero-waste approach, aiming to stabilize the waste by coupling the use of by-products and the possibility to obtain CO2 sequestration, was considered. In particular, for the first time, the paper investigates the differences in natural and accelerated carbonation (NC and AC) mechanisms, occurring when municipal solid waste incineration (MSWI) fly ash is stabilized by using the bottom ash with the same origin, and other by-products. The stabilization mechanism was attributed to pozzolanic reactions with the formation of calcium silicate hydrates or calcium aluminate hydrate phases that can react with CO2 to produce calcium carbonate phases. The work shows that during the AC, crystalline calcium carbonate was quickly formed by the reaction of Ca(OH)2 and CaClOH with CO2. On the contrary, in NC, carbonation occurred due to reactions also with the amorphous Ca. The sequestration capability of this technology, involving the mixing of waste and by-products, is up to 165 gCO2/Kg MSWI FA, which is higher than the literature data.
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Affiliation(s)
- Giampiero P Sorrentino
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy; National Interuniversity Consortium of Materials Science and Technology (INSTM), R.U. Brescia, Florence, Italy.
| | - Alessandra Zanoletti
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy; National Interuniversity Consortium of Materials Science and Technology (INSTM), R.U. Brescia, Florence, Italy.
| | - Serena Ducoli
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy; National Interuniversity Consortium of Materials Science and Technology (INSTM), R.U. Brescia, Florence, Italy.
| | - Annalisa Zacco
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy; National Interuniversity Consortium of Materials Science and Technology (INSTM), R.U. Brescia, Florence, Italy.
| | - Paolo Iora
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy.
| | - Costante Mario Invernizzi
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy.
| | - Gioele Di Marcoberardino
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy.
| | - Laura E Depero
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy; National Interuniversity Consortium of Materials Science and Technology (INSTM), R.U. Brescia, Florence, Italy.
| | - Elza Bontempi
- Department of Mechanical and Industrial Engineering, University of Brescia, Via Branze, 38, Brescia, 25123, Italy; National Interuniversity Consortium of Materials Science and Technology (INSTM), R.U. Brescia, Florence, Italy.
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