Next Article in Journal
The 19th and 20th International Conference on Advanced Nanomaterials
Previous Article in Journal
Understanding the Long-Term Development of Portland Pozzolan Cement Concrete Post 28 Days
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Proceeding Paper

Eco-Friendly Composites—Environmental Assessment of Mine Tailings-Based Geopolymers †

Faculty of Materials Engineering and Physics, Cracow University of Technology, 24 Warszawska Street, 31-155 Cracow, Poland
*
Author to whom correspondence should be addressed.
Presented at the 2nd International Conference on Raw Materials and Circular Economy “RawMat2023”, Athens, Greece, 28 August–2 September 2023.
Mater. Proc. 2023, 15(1), 94; https://doi.org/10.3390/materproc2023015094
Published: 4 December 2024

Abstract

:
Resource efficiency is one of the basic principles of a circular economy (CE). It can be achieved by finding replacements for natural raw materials using anthropogenic raw materials, including by-products from industrial processes and waste materials. In the case of the Polish economy, one possible source is the mining tailings from hard coal exploration and also the waste material from post-mining heaps. The main objective of this work is to present the results of an environmental analysis of geopolymers based on mine tailings. Two geopolymer materials were compared using life cycle assessment (LCA) methodology principles. One of them was based on metakaolin, and the second on industrial waste, mainly from coal shale, as a waste product of hard coal mining. The results show that replacing the original material with alternatives such as metakaolin from mine tailings, reduces the environmental impact, including CO2 emissions. The main findings can be helpful in the implementation of CE, especially the development of sustainable materials, which is one of the crucial elements of introducing closed loops into practice.

1. Introduction

One of the important elements related to the implementation of a circular economy (CE) is saving natural resources [1,2]. This task is mainly connected with finding replacements for natural raw materials using anthropogenic raw materials, including by-products from industrial processes and waste materials [1,3]. This kind of solution is especially important for the construction industry, where the use of waste products to produce construction materials is a required development track. It is applied, for example, to the possibility of using fly-tipped waste for concrete [4] or working on alternative materials made from industrial waste [5,6]. Among the alternative materials, the most suitable for a CE purpose seems to be geopolymers [5,6]. Firstly, they can be used for the production of different kinds of by-products and waste materials; secondly, they have a low environmental burden, including low gas emissions during their production and a low energy consumption [7,8]. One of the possibilities is the usage of mine tailings in the geopolymerization process [9,10]. These kinds of materials have reasonable mechanical properties and effectively close material loops in the recycling process. Moreover, for some by-products, such as coal shale, it is possible to use them for the production of insulation materials with high fire resistance for the construction industry, which means there is a possible way to up-cycle, with the correct geopolymerization process [11].
A quick review was carried out using the Scopus database and searching for the following keywords combined together: “geopolymer” and “LCA”. “LCA” was selected as the most popular and complex method of assessment of the environmental influence of certain materials. The search results in the Scopus database provided 88 documents (Figure 1). Based on the search results, the most relevant publication was analyzed as a gap in the literature.
The analysis of the search results shows that this research topic is very new. The first publications were in 2015, excepting one in 2011 (Figure 1a). Most of them were original research (Figure 1b) and less than 5% were review articles indexed in the Scopus database in this research area.
Among the search results, the most recent publications are summarized in Table 1. Most of them show the positive influence of replacement concrete, based on ordinary Portland cement but using geopolymer concrete [7,13,14,15,16,17,18,19].
However, the scale of this influence is strictly dependent on local factors [16,19] and applied technology [13]; the previous investigation shows that, from an environmental point of view, this research topic should be in development. Overall, the small number of indexed publications, based on mainly original research, shows that this topic is worth investigating. Moreover, it is worth noting that environmental assessments of geopolymers can have significantly different results and strongly depend on the locally available materials. The presented research is a trial of the environmental assessment of two geopolymers—one of them was based on metakaolin and the second on industrial waste, mainly from coal shale, as a waste product of hard coal mining.

2. Materials and Methods

Two geopolymer materials were compared, taking into consideration their energy consumption and GHG emissions. One of them was based on metakaolin and the second on industrial waste, mainly from coal shale, as a waste product of hard coal mining. Data taken from previous literature, supported by some calculations, were used for the estimation of the environmental influence. The analysis took into consideration the cradle-to-gate model.
The estimated values for a range of ingredients are presented in Table 2.
The geopolymers were made with quartz sand. As activators, approximately 10 M sodium hydroxide and an aqueous sodium silicate solution were used. Moreover, tap water was also used to prepare the solution. For both geopolymers, the proportions were the same (Table 3).
The energy consumption during the preparation of the cast elements was related to the mixing process—this lasted about 15 min, with an energy consumption of 60 kWh—and the curing process, which occurred in an oven at 75 °C for 8 h, with an energy consumption of 192 kWh. The total energy consumption for material preparation was 252 kWh (9.072 × 105 kJ). The energy consumption per 1 kg was 907.2 kJ/kg (or 0.9072 GJ/t). The emission of GHGs for this level of energy consumption was estimated using the average GHG emission levels for energy consumption in Poland, derived mainly from fossil fuels [22].

3. Results and Discussion

The energy consumption of two types of geopolymers is compared in Figure 2. The analysis shows that geopolymers based on mine tailings have lower embodied energy. This is because the mine tailing is a by-product of the mining industry and factors related to excavations were not taken into account. The main component responsible for energy consumption is sodium silicate. To reduce this value, the method of material activation should be modified [18].
The GHG emissions for two types of geopolymers are presented in Figure 3. However, the GHG emissions are lower for the mine tailing-based geopolymer; the most important factor in this case is the energy used in the process of geopolymerization. The environmental influence can be reduced by changing the source of this energy to a renewable source [16].

4. Conclusions

The results show that replacing the original material with alternatives such as metakaolin or mining tailings reduces the environmental impact of these materials. However, while the replacement of raw materials with industrial by-products reduces energy consumption and GHG emissions, it does not play crucial role in reducing the environmental burden. In the case of energy consumption, the most important role is played by the activator. The replacement of silica silicate or the reduction of the amount used can significantly reduce energy consumption levels. In the case of GHG emissions, the most important factor is the level of energy consumption during the process and the energy sources used. Changing the energy source from fossil fuels to renewable sources can significantly decrease GHG emissions. The presented conclusions are helpful for the effective design of more environmentally friendly materials.

Author Contributions

Conceptualization, K.K. and B.K.; methodology, B.F.; software, K.K.; validation, B.K. and M.Ł.; formal analysis, M.Ł.; investigation, K.K. and B.F.; writing—original draft preparation, K.K. and B.F.; writing—review and editing, B.K. and M.Ł; visualization, K.K.; supervision, K.K.; project administration, K.K.; funding acquisition, K.K. All authors have read and agreed to the published version of the manuscript.

Funding

The works were carried out as part of the project: “Geopolymer foams with low thermal conductivity produced on the basis of industrial waste as an innovative material for the circular economy”, which is financed by the National Center for Research and Development under the LIDER X program. Grant No.: LIDER/31/0168/L-10/18/NCBR/2019.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

Data are contained within the article.

Conflicts of Interest

The authors declare no conflicts of interest. The funders had no role in the design of the study; in the collection, analyses, or interpretation of data; in the writing of the manuscript, or in the decision to publish the results.

References

  1. Korniejenko, K.; Kozub, B.; Bąk, A.; Balamurugan, P.; Uthayakumar, M.; Furtos, G. Tackling the Circular Economy Challenges—Composites Recycling: Used Tyres, Wind Turbine Blades, and Solar Panels. J. Compos. Sci. 2021, 5, 243. [Google Scholar] [CrossRef]
  2. Avilés-Palacios, C.; Rodríguez-Olalla, A. The Sustainability of Waste Management Models in Circular Economies. Sustainability 2021, 13, 7105. [Google Scholar] [CrossRef]
  3. Dvorkin, L.; Marchuk, V.; Hager, I.; Maroszek, M. Design of Cement–Slag Concrete Composition for 3D Printing. Energies 2022, 15, 4610. [Google Scholar] [CrossRef]
  4. Dvorkin, L.; Duży, P.; Brudny, K.; Choińska, M.; Korniejenko, K. Adhesive Strength of Modified Cement—Ash Mortars. Energies 2022, 15, 4229. [Google Scholar] [CrossRef]
  5. Figiela, B.; Brudny, K.; Lin, W.-T.; Korniejenko, K. Investigation of Mechanical Properties and Microstructure of Construction- and Demolition-Waste-Based Geopolymers. J. Compos. Sci. 2022, 6, 191. [Google Scholar] [CrossRef]
  6. Katarzyna, B.; Le, C.H.; Louda, P.; Michał, S.; Bakalova, T.; Tadeusz, P.; Prałat, K. The Fabrication of Geopolymer Foam Composites Incorporating Coke Dust Waste. Processes 2020, 8, 1052. [Google Scholar] [CrossRef]
  7. Kanagaraj, B.; Anand, N.; Alengaram, U.J.; Raj, R.S. Engineering properties, sustainability performance and life cycle assessment of high strength self-compacting geopolymer concrete composites. Constr. Build. Mater. 2023, 388, 131613. [Google Scholar] [CrossRef]
  8. Ouellet-Plamondon, C.; Habert, G. 25—Life cycle assessment (LCA) of alkali-activated cements and concretes. In Handbook of Alkali-Activated Cements, Mortars and Concretes; Pacheco-Torgal, F., Labrincha, J.A., Leonelli, C., Palomo, A., Chindaprasirt, P., Eds.; Woodhead Publishing: Cambridge, UK, 2015; Volume 54, pp. 663–686. [Google Scholar]
  9. Figiela, B.; Korniejenko, K. The possibility of using waste materials as raw materials for the production of geopolymers. Acta Innov. 2020, 36, 48–56. [Google Scholar] [CrossRef]
  10. Korniejenko, K.; Figiela, B.; Pławecka, K.; Bulut, A.; Şahin, B.; Azizağaoğlu, G.; Łach, M. Characterization of a Coal Shale from Marcel Mining as Raw Material for Geopolymer Manufacturing. Mater. Proc. 2023, 13, 21. [Google Scholar] [CrossRef]
  11. Sitarz, M.; Figiela, B.; Łach, M.; Korniejenko, K.; Mróz, K.; Castro-Gomes, J.; Hager, I. Mechanical Response of Geopolymer Foams to Heating—Managing Coal Gangue in Fire-Resistant Materials Technology. Energies 2022, 15, 3363. [Google Scholar] [CrossRef]
  12. Scopus. Analyze Search Results. Available online: https://www.scopus.com/term/analyzer.uri?sort=plf-f&src=s&sid=08f2c012c4ab456bc3a08cdf859578ce&sot=a&sdt=a&sl=50&s=%28TITLE-ABS-KEY%28geopolymer%29+AND+TITLE-ABS-KEY%28LCA%29%29&origin=resultslist&count=10&analyzeResults=Analyze+results (accessed on 6 June 2023).
  13. Khan, S.A.; Jassim, M.; Ilcan, H.; Sahin, O.; Bayer, İ.R.; Sahmaran, M.; Koc, M. 3D printing of circular materials: Comparative environmental analysis of materials and construction techniques. Case Stud. Constr. Mater. 2023, 18, e02059. [Google Scholar] [CrossRef]
  14. Singh, R.P.; Vanapalli, K.R.; Sankar Cheela, V.R.; Peddireddy, S.R.; Sharma, H.B.; Mohanty, B. Fly ash, GGBS, and silica fume based geopolymer concrete with recycled aggregates: Properties and environmental impacts. Constr. Build. Mater. 2023, 378, 131168. [Google Scholar] [CrossRef]
  15. Alhassan, M.; Alkhawaldeh, A.; Betoush, N.; Alkhawaldeh, M.; Huseien, G.F.; Amaireh, L.; Elrefae, A. Life Cycle Assessment of the Sustainability of Alkali-Activated Binders. Biomimetics 2023, 8, 58. [Google Scholar] [CrossRef] [PubMed]
  16. Mir, N.; Khan, S.A.; Kul, A.; Sahin, O.; Sahmaran, M.; Koc, M. Life cycle assessment of construction and demolition waste-based geopolymers suited for use in 3-dimensional additive manufacturing. Clean. Eng. Technol. 2022, 10, 100553. [Google Scholar] [CrossRef]
  17. Adelfio, L.; Giallanza, A.; La Scalia, G.; La Fata Concetta, M.; Micale, R. Life cycle assessment of a new industrial process for sustainable construction materials. Ecol. Indic. 2023, 148, 110042. [Google Scholar] [CrossRef]
  18. Munir, Q.; Abdulkareem, M.; Horttanainen, M.; Kärki, T. A comparative cradle-to-gate life cycle assessment of geopolymer concrete produced from industrial side streams in comparison with traditional concrete. Sci. Total Environ. 2023, 865, 161230. [Google Scholar] [CrossRef] [PubMed]
  19. Alsalman, A.; Assi, L.N.; Kareem, R.S.; Carter, K.; Ziehl, P. Energy and CO2 emission assessments of alkali-activated concrete and Ordinary Portland Cement concrete: A comparative analysis of different grades of concrete. Clean. Environ. Syst. 2021, 3, 100047. [Google Scholar] [CrossRef]
  20. Tasiopoulou, T.; Katsourinis, D.; Giannopoulos, D.; Founti, M. Production-Process Simulation and Life-Cycle Assessment of Metakaolin as Supplementary Cementitious Material. Eng 2023, 4, 761–779. [Google Scholar] [CrossRef]
  21. Chen, J.; Ng, P.L.; Jaskulski, R.; Kubissa, W. Use of Quartz Sand to Produce Low Embodied Energy and Carbon Footprint Plaster. J. Sustain. Archit. Civ. Eng. 2017, 21, 75–81. [Google Scholar] [CrossRef]
  22. Nowtricity. Poland. Available online: https://www.nowtricity.com/country/poland/ (accessed on 16 June 2023).
Figure 1. Results of the search in the Scopus database: (a) published documents by year; (b) published documents by type [12].
Figure 1. Results of the search in the Scopus database: (a) published documents by year; (b) published documents by type [12].
Materproc 15 00094 g001
Figure 2. Total energy consumption: (a) metakaolin-based geopolymer; (b) mine tailing-based geopolymer.
Figure 2. Total energy consumption: (a) metakaolin-based geopolymer; (b) mine tailing-based geopolymer.
Materproc 15 00094 g002
Figure 3. GHG emissions: (a) metakaolin-based geopolymer; (b) mine tailing-based geopolymer.
Figure 3. GHG emissions: (a) metakaolin-based geopolymer; (b) mine tailing-based geopolymer.
Materproc 15 00094 g003
Table 1. Summary of environmental assessment of geopolymer concrete.
Table 1. Summary of environmental assessment of geopolymer concrete.
Functional UnitData SourceImpact ConsideredConclusionReference
1 m3 high-strength self-compacting geopolymer concrete compositesThe literature and calculationsEnergy, greenhouse gas (GHG) emissions, and costGHG emissions can be reduced by between 5 and 10%, compared to emissions from Ordinary Portlant Cement (OPC) concreate.[7]
1 m3 of construction and demolition waste (CDW)-based GP structureISO 14040 and 14044, GaBi software, the literature, and calculationsCO2 footprintGP-based 3D-printed construction resulted in the lowest global warming potential of 488 [kg CO2 eq] compared to 595.6 [kg CO2 eq] for OPC-based structures and 533.7 [kg CO2 eq] for conventional GP-based structures.[13]
1 m3 GP concreteEcoinvent, Simapro LCA, and IMPACT 2002+®Mainly energy50–60% reduction in environmental impacts, as compared to OPC concrete[14]
1 m3 concreteThe literature and calculationsEnergy, GHG emissions, and cost In greenhouse applications, GP concretes are more efficient than OPC concretes[15]
1 m3 GP binderGaBi software and the literatureGlobal warming potential, acidification potential, eutrophication potential, ozone layer depletion potential, ecotoxic airThe global warming potential for the geopolymer binder produced is 21% less than that of OPC. The source of electricity plays an important role in this analysis.[16]
1 m3 concreteELCD, ecoinvent, and the literatureGlobal warming potential and economic assessmentThe LCA showed a lower environmental impact of GP concrete in comparison to traditional concrete.[17]
1 m3 concrete ISO 14040 and 14044, Ecoinvent, GaBi software, the literature, and calculationsCO2 footprintThe pretreatment of industrial waste has a slight environmental impact, but their usage significantly reduces the potential for global warming.[18]
1 m3 concrete of 40 MPa and 60 MPaThe literature and calculationsEnergy, CO2 footprintThe ingredients of the activating solution have a significant impact on energy and CO2 emissions[19]
Table 2. Energy consumption and GHG emissions.
Table 2. Energy consumption and GHG emissions.
MaterialEnergy Consumption [GJ/t]GHG Emission—CO2 eq
[t CO2/t]
Source of Data
Metakaolin2.50.33[19,20]
Mine tailings1.260.08Own calculation 1
River sand0.000850.02[21]
Sodium hydroxide20.51.915[19]
Sodium silicate5.3711.222[19]
1 Parameters: distance from mining: 100 km, energy in crushing and milling, energy for calcination 4 h in 750 °C.
Table 3. Mixture proportions for geopolymers [kg/m3].
Table 3. Mixture proportions for geopolymers [kg/m3].
MaterialMetakaolin-Based GeopolymerMine Tailing-Based Geopolymer
Metakaolin8700
Mine tailings0870
River sand870870
Sodium hydroxide5050
Sodium silicate487487
Water159159
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content.

Share and Cite

MDPI and ACS Style

Korniejenko, K.; Figiela, B.; Łach, M.; Kozub, B. Eco-Friendly Composites—Environmental Assessment of Mine Tailings-Based Geopolymers. Mater. Proc. 2023, 15, 94. https://doi.org/10.3390/materproc2023015094

AMA Style

Korniejenko K, Figiela B, Łach M, Kozub B. Eco-Friendly Composites—Environmental Assessment of Mine Tailings-Based Geopolymers. Materials Proceedings. 2023; 15(1):94. https://doi.org/10.3390/materproc2023015094

Chicago/Turabian Style

Korniejenko, Kinga, Beata Figiela, Michał Łach, and Barbara Kozub. 2023. "Eco-Friendly Composites—Environmental Assessment of Mine Tailings-Based Geopolymers" Materials Proceedings 15, no. 1: 94. https://doi.org/10.3390/materproc2023015094

APA Style

Korniejenko, K., Figiela, B., Łach, M., & Kozub, B. (2023). Eco-Friendly Composites—Environmental Assessment of Mine Tailings-Based Geopolymers. Materials Proceedings, 15(1), 94. https://doi.org/10.3390/materproc2023015094

Article Metrics

Back to TopTop