Next Article in Journal
Social Innovation, Societal Change, and the Role of Policies
Previous Article in Journal
To See a World in a Grain of Sand—The Transformative Potential of Small Community Actions
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Economic Analysis of Geopolymer Brick Manufacturing: A French Case Study

by
Nicolas Youssef
1,*,
Zoubeir Lafhaj
1 and
Christophe Chapiseau
2
1
Centrale Lille, UMR 9013–LaMcube–Laboratoire de Mécanique, Multiphysique, Multi-échelle, F-59000 Lille, France
2
Briqueteries du Nord (BdN), Port Fluvial, 59000 Lille, France
*
Author to whom correspondence should be addressed.
Sustainability 2020, 12(18), 7403; https://doi.org/10.3390/su12187403
Submission received: 10 August 2020 / Revised: 2 September 2020 / Accepted: 4 September 2020 / Published: 9 September 2020
(This article belongs to the Section Sustainable Materials)

Abstract

:
This paper presents an economic analysis of manufacturing geopolymer bricks for use in the construction sector. The manufacturing processes of both geopolymer bricks and traditional fired bricks were investigated. For this study, we collected and analyzed all phases of geopolymer brick production from the extraction of raw materials to storage. Seven formulations of geopolymer bricks based on clay and waste bricks were analyzed. We considered the cost of raw materials and logistics operations in the production line of brick manufacturing. The results of this study prove that the manufacturing cost of geopolymer bricks based on clay provides an economic gain of 5% compared to fired bricks for the same compressive strength of 20 MPa. In the case of waste bricks, for the same production cost, the compressive strength of the geopolymer bricks is double that of fired bricks. Hence, this study shows the economic interest in the industrial production of geopolymer bricks. It also confirms that future research is needed that focuses on necessary changes to the current industrial production chain required for the manufacture of geopolymer bricks.

1. Introduction

After the economic crisis in 2008, construction activity in France grew rapidly. This activity was followed by a strong demand for building materials. The production of these materials caused pressure on limited natural resources and an increase in construction waste and CO2 emissions. In 2018, CO2 emissions related to human activities reached a world historical level of 37.1 billion metric tons [1].
In France, the construction sector is responsible for about 40% of total energy consumption [2]. This value only represents the consumption related to the building process, without considering the industrial part of manufacturing and transport of building materials. In 2011, the CO2 emissions due to the construction sector were estimated to be 10% of total CO2 emissions, of which 52% was attributed to the concrete industry. In addition, the construction industry produces 75% of waste in France, making it the largest waste producer [2].
The pressure of economic and environmental costs is motivating academic and industrial parties to develop innovative building materials. These targeted materials must respond to the challenges of recycling construction waste, reducing CO2 emissions, conserving non-renewable natural resources, and reducing costs at the industrial level. In this context, geopolymer-based materials show promise for replacing traditional materials in the building industry due to their interesting properties and low environmental impact [2].
The term geopolymer was invented by Joseph Davidovits in the 1970s [3]. Materials comparable to geopolymers were created in the Soviet Union starting in the 1950s [4,5]. These materials have also been called soil cements [6,7,8,9]. They generally consist of pozzolanic materials such as kaolin [10,11,12], metakaolin [13,14,15], blast furnace slag [16,17,18], fly ash, and ceramic wastes [19,20]. These materials are activated by an alkaline solution usually containing varying amounts of dissolved silicate [21]. Geopolymer is a term that refers to a range of synthetic aluminosilicate polymeric materials, often called alkali-activated binders. Geopolymer materials can be produced from a range of natural and synthetic pozzolanic solids activated with alkaline solutions such as sodium hydroxide and sodium silicate.
Geopolymers have a wide range of applications due to their useful properties, such as their resistance to acid/sulphate attacks [22,23,24], freeze/thaw [22,25], and high temperatures [22,26]. In the construction sector, geopolymers are referred to as green concrete [27,28] due to their ability to reduce CO2 emissions and lower production energy [21].
Geopolymers have been applied in various contexts: geopolymer cement and concrete, flame-retardant high-tech applications, aircraft and automotive interiors [3,29], seawater applications [30], immobilization of toxic metals and wastes [31,32,33], heat-resistant pavement [34], structural elements [35], geopolymer concrete pipes [36], ceramic materials [3], electrical fuses [3], and fire-resistant particleboard [3]. Geopolymers have the potential to be used in a variety of applications due to their durability, chemical and thermal resistance, rapidly evolving mechanical strength, and economic and environmental benefits as industrial by-products [3,37]. Since 1972, geopolymer applications have been developed in France, Europe, and the USA. In 1979, a French scientific organization, the Geopolymer Institute, was created [3]. Geopolymers are used in different applications, based on 30 patents registered and issued in several countries [3].
In the literature, studies on the economic feasibility of geopolymer materials are limited [38,39,40]. Geopolymers can act as a binder to replace other binders such as Portland cement pastes in concrete products [40]. Geopolymer bricks based on waste bricks and clay were investigated in a previous study [41]. The environmental impact of these geopolymer bricks was evaluated [42]. The results of these studies showed that these geopolymer bricks could be a possible alternative to fired brick (FB) based on their mechanical properties and environmental impact.
The objective of this study was to develop an economic analysis for the implementation of a new brick based on geopolymer materials, which could serve as an alternative to the fired brick manufactured at the French brickworks.
In this study, an economic analysis of the production cost was carried out using different geopolymer brick formulations based on waste bricks and clay. The production costs of both the economic feasibility and mechanical properties were analyzed to study the technical feasibility. The production cost of one metric ton of brick was determined based on the cost of ingredients in the French market. Hence, this novel study focused on developing a product database for the production of building materials in France, assessing the change needed to incorporate the product in the chain of production, and presenting a case study in the field of masonry with geopolymer bricks.

2. Materials, Methods, Objectives, and Research Methodology

2.1. Research Objectives

The traditional process of producing fired bricks is considered energy-intensive and uses natural materials, mainly clay. In this study, attention was paid to the manufacture of geopolymer bricks and the implementation of this process as a substitute for the brick production process.
The manufacturing process of traditional bricks includes transporting raw materials to the factory, crushing, storing in silos, dosing, dry mixing, mixing with water, and preparing the blocks. The paramount step for fired brick is the use of a high temperature kiln that cures the bricks at a temperature above 1100 °C and ends with packaging and storage at the factory.
The manufacturing process of geopolymer bricks follows the same preparation process with the elimination of a high temperature curing phase, which is costly from economic and environmental points of view.
In geopolymer bricks, hardening is based on alkaline activation between the solid materials used (clay, sand, and brick waste) and alkaline activators (hydroxide and sodium silicate). With the elimination of the high temperature curing phase, this new manufacturing process consumes less energy than the conventional fired brick process. The different phases of these two brick manufacturing processes are illustrated in Figure 1.
In this study, a comparison between the cost of production of fired bricks and geopolymer bricks was carried out to evaluate the economic value of the use of the geopolymer bricks in brickwork.

2.2. Cost Evaluation Method

The cost evaluation of bricks consists of the final cost of the bricks (based on the production chain) and the cost of raw materials used in the manufacturing process. This evaluation is composed of three steps:
(1)
Step 1: Brick formulation and geopolymer references:
  • Reference geopolymer brick formulation;
  • Determine characteristics of raw material;
  • Study different formulations of geopolymer bricks.
(2)
Step 2: Calculation of the initial cost:
  • Determination of unit prices for the different materials used;
  • Identification of the different phases of production of geopolymer bricks;
  • Calculation of the global cost of geopolymer and fired brick production for the different formulations studied.
(3)
Step 3–Business case analysis:
  • Identification of parameters;
  • Calculation of indicators related to the chosen parameters;
  • Performance analysis based on fired brick of the Briqueterie du Nord de la France (BdN);
  • Demonstration of the most efficient geopolymer brick formulations.

3. Material Input for Brick Manufacturing and Cost Analysis

3.1. Materials and Formulations Used in the Geopolymer Formulations

The solid materials used in the preparation of geopolymer bricks were waste brick (WB), clay, sand, and ground granulated blast furnace slag (GGBFS). The chemical composition of these materials is presented in Table 1.
The analysis of the chemical composition of the solid precursors indicated that the waste brick had a high content of 73.106% of SiO2 compared to 12.68% for Al2O3. The value 6 of mass ratio SiO2/Al2O3 classifies the waste bricks as a siliceous material [43]. A similar chemical composition of the waste bricks was achieved for the clay with 73.676% for SiO2 and 13.59% for Al2O3. In the case of GGBFS, SiO2 and CaO were the two main components with a minority of Al2O3. The composition of the sand displayed that the main phase was composed of SiO2, which accounted for 89.99% of its total mass.
The alkaline activators used in the preparation of the geopolymer consisted of a combination of hydroxide (NaOH) and sodium silicate (Na2SiO3). The mass composition of sodium silicate contained 27% SiO2, 8% Na2O and 65% H2O. The sodium hydroxide solution was prepared with a concentration of 8M from solid NaOH capsules of 98% purity.
The compositions of the seven geopolymer brick’s formulations studied in this research are illustrated in Table 2. These geopolymer brick formulations were presented in previous studies and are prepared with clay and waste bricks [41,42]. GC and GWBi represent the geopolymer brick’s formulations based on clay and waste brick respectively. The value i varies from 1 to 5 to refer to the five geopolymer brick formulations based on waste bricks.

3.2. Parameter Used in the Economic Analysis

The parameter used in this study to evaluate the economic analysis of fired and geopolymer bricks was the compressive strength of the different formulations. The compressive strength values for waste geopolymer bricks are based on a study carried out by Youssef et al. (2019) [41,42]. In this study, a new geopolymer brick formulation based on clay was added. The reference-fired brick was manufactured by the brickworks in the north of France and is called FB. The mechanical strength of the fired brick was 20 MPa. Table 3 presents the compressive strength of the geopolymer and the fired bricks (FB).

3.3. Cost of Fired Brick Manufacturing: Data Source

In brickwork, the different types of fired bricks are differentiated by their mass in metric tons. For this reason, the production cost of geopolymer bricks was evaluated in metric tons of brick to facilitate the comparison with fired bricks. In this section, the data source for the production cost of fired bricks is based on the annual business model of fired brick production at the brickworks in the north of France. This business model for French brickwork was used to derive the actual cost of one metric ton of fired bricks produced in France.
Table 4 presents the production cost of one metric ton of bricks according to the parameters used in the business model of the fired brick production at the French brickworks. In this model, the following data that covers the production stage of fired bricks are considered:
(1)
Extraction of raw materials (clay and sand);
(2)
Energy consumption: use of natural gas, electricity, and fuel throughout the production chain and in the factory premises; and
(3)
Maintenance and humanpower.
Table 4 provides the business model of the annual production of fired bricks at the French brickwork case. This table is divided into three stages: The first stage shows the materials costs, the labor cost, and the annual cost of fired brick production in one year in this French brickworks case. The second section presents the quantity of fired bricks produced, which corresponds to the costs consumed in the first section. The third section demonstrates the cost of 1 metric ton of fired bricks calculated from the first two sections.

3.4. Cost of Geopolymer Brick Manufacturing

This part of the study focused on the production cost of geopolymer bricks. This cost had two data sources: (1) the French market to find the cost of the ingredients used in the geopolymer brick’s formulations and (2) the business model for the French market brickworks used to calculate the production stage of the geopolymer bricks. This calculation covers the production of the geopolymer bricks, from the raw materials to storing of bricks.

3.4.1. Cost of Raw Materials in the Geopolymer Formulations

Table 5 presents the geopolymer brick’s ingredients and its cost on the French market. This cost represents the average cost of the different French suppliers.

3.4.2. Natural Gas and Domestic Fuel Oil Consumption

According to data from the French brickworks, the total amount of consumed natural gas is equal to 670.8 kWh for each metric ton of fired bricks produced. The kiln consumes 50% of the total amount of natural gas. However, in the manufacture process of geopolymer bricks, the absence of curing saves 50% from this total natural gas consumption and therefore the consumption of natural gas will be reduced to 335.4 per metric ton of geopolymer bricks produced.
For domestic fuel oil, the same amount used in the production of fired bricks is used in the manufacturing process of geopolymer bricks.

3.4.3. Electric Power Consumption

The geopolymer bricks were manufactured at low temperature and the kiln stage was eliminated from the manufacturing process. This temperature was much lower than that used in the manufacture of traditional bricks, which is between 1100 °C and 1400 °C.
The other machines present in the industry are used in the manufacture of geopolymer bricks. Molding, drying, and supplying by conveyor belts do not depend on the materials used. Moreover, the crushing and sieving system used in the production of fired bricks will still be involved in the case of geopolymer bricks. The electric power consumption in the production of geopolymer brick waste is showed in detail in Table 6.
The weekly cost of electric power consumption obtained corresponds to an annual cost of 1,739,103 kWh. Therefore, the production cost of one metric ton of geopolymer bricks corresponds to EUR 10.23 based on the unit price of EUR 0.1483/kWh of electric power paid by the brickworks.

3.4.4. Maintenance and Labor Cost

The kiln represents 30% of the total maintenance cost in the factory, which means a reduction from EUR 13.41 to 9.387/t of geopolymer bricks produced without curing. Regarding labor, the cost remains the same at EUR 13.42 per metric ton of brick produced.

3.4.5. Global Cost of Geopolymer Brick Manufacturing

After collecting initial data for the geopolymer brick production chain, an overall economic assessment was conducted to determine the cost of production according to different formulations of geopolymer bricks based on clay and waste bricks.
Table 7 displays a global assessment of the cost of producing a metric ton of geopolymer bricks according to the seven formulations studied.

4. Results and Discussion

The production cost of one metric ton of bricks was calculated for the different geopolymer and fired bricks formulations, based on the compression strength obtained in our previous work [41,42]. The results are illustrated in detail in Figure 2.
The values obtained showed a variation in the cost of production of one metric ton of geopolymer bricks according to the ingredients of each formulation. For geopolymers based on waste bricks, the cost of Na2SiO3 dominates the costs of the other ingredients in the formulation.
The clay-based geopolymer brick has the lowest production cost of EUR 114/t, resulting in a financial gain of 4.64% compared to the traditional fired brick for the same compressive strength of 20 MPa. The cost of geopolymer bricks based on waste bricks evolves proportionally with the quantity of GGBFS. The GWB1 formulation has a production cost of EUR 120/t for a compressive strength of 38.96 MPa. This formulation is cost-effective from an economic and technical point of view. The geopolymer brick formulations increase production cost from 4.23% to 17%, with a proportional increase in compressive strength from 94.8% to 350%. By classifying geopolymer bricks in grade according to their compressive strength, these results correspond to the literature [38,39] where the cost of production of geopolymer concrete is higher than ordinary concrete at higher grades of formulations.
The interpretation of the results showed that both GC and GWB1 formulations are economically acceptable and represent a technical feasibility for the construction sector.
These results demonstrated that the production cost of geopolymer bricks depends on the components of the formulation. The production of geopolymer bricks is economically feasible. The decision to use this method is related to its technical feasibility and depends on well-defined parameters such as compressive strength. The results of this study can be added to the database of investors and production companies to clarify their decisions regarding geopolymer use at the industrial level.

5. Conclusions

In this study, we performed an economic analysis of the use of geopolymer brick at the industrial level. The research presents a French case study of the brickworks in the North of France. Different geopolymer brick formulations based on clay and waste bricks were studied. The production cost of one metric ton of bricks and the compressive strength of the geopolymer bricks were the two parameters used to evaluate the feasibility of production of geopolymer bricks at the industrial level. The determination of the production cost of the geopolymer bricks was based on the annual business model of the brickworks, which was used to find all data sources needed.
The results of this study demonstrated that the production cost of geopolymer bricks changes significantly depending on the ingredients used in the formulation. The geopolymer brick based on clay gives a financial gain of 5% compared to traditional fired brick for the same compressive strength of 20 MPa. In the case of the geopolymer bricks manufactured with waste brick, an improvement of 100% in compressive strength can be achieved with the same production cost as fired bricks. These results can be considered as a database for use in the production of geopolymer-based building materials at the industrial level.

Author Contributions

Conceptualization, N.Y. and Z.L.; methodology, N.Y.; validation, C.C. and Z.L.; formal analysis, N.Y.; investigation, N.Y. and Z.L.; resources, C.C. and Z.L.; writing—original draft preparation, N.Y.; writing—review and editing, N.Y. and Z.L.; visualization, N.Y. and Z.L.; supervision, Z.L.; project administration, N.Y.; funding acquisition, Z.L. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Acknowledgments

The author would like to thank the support of the Brickworks of the North of France (BdN) for the donation of data source and solid ingredients used in this study.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Olivier, J.G.; Peters, J.A.H.W. Trends in Global CO2 and Total Greenhouse Gas Emissions: 2018 Report; PBL Netherlands Environmental Assessment Agency: The Hague, The Netherlands, 2018. [Google Scholar]
  2. Davidovits, J. Geopolymers—Inorganic polymeric new materials. J. Therm. Anal. 1991, 37, 1633–1656. [Google Scholar] [CrossRef]
  3. Davidovits, P.J. 30 Years of Successes and Failures in Geopolymer Applications. Market Trends and Potential Breakthroughs. In Proceedings of the Geopolymer 2002 Conference, Melbourne, Australia, 28–29 October 2002; pp. 1–16. [Google Scholar]
  4. Pacheco-Torgal, F.; Castro-Gomes, J.; Jalali, S. Alkali-activated binders: A review Part 1. Historical background, terminology, reaction mechanisms and hydration products. Constr. Build. Mater. 2008, 22, 1305–1314. [Google Scholar] [CrossRef] [Green Version]
  5. Pacheco-Torgal, F.; Castro-Gomes, J.P.; Jalali, S. Adhesion characterization of tungsten mine waste geopolymeric binder. Influence of OPC concrete substrate surface treatment. Constr. Build. Mater. 2008, 22, 154–161. [Google Scholar] [CrossRef] [Green Version]
  6. Dutt, K.S.; Kumar, K.V.; Kishore, I.S.; Chowdary, C.M. A case ctudy on fly ash based Geo-polymer concrete. Int. J. Eng. Trends Technol. 2016, 34, 58–62. [Google Scholar] [CrossRef]
  7. Alonso, S.; Palomo, A. Alkaline activation of metakaolin and calcium hydroxide mixtures: Influence of temperature, activator concentration and solids ratio. Mater. Lett. 2001, 47, 55–62. [Google Scholar] [CrossRef]
  8. Pacheco-Torgal, F.; Castro-Gomes, J.; Jalali, S. Properties of tungsten mine waste geopolymeric binder. Constr. Build. Mater. 2008, 22, 1201–1211. [Google Scholar] [CrossRef] [Green Version]
  9. Shi, C.; Fern, A. Stabilization / solidification of hazardous and radioactive wastes with alkali-activated cements. J. Hazard. Mater. 2006, 137, 1656–1663. [Google Scholar] [CrossRef]
  10. Pruett, R.J. Kaolin deposits and their uses: Northern Brazil and Georgia, USA. Appl. Clay Sci. 2016, 131, 3–13. [Google Scholar] [CrossRef]
  11. Naghsh, M.; Shams, K. Synthesis of a kaolin-based geopolymer using a novel fusion method and its application in effective water softening. Appl. Clay Sci. 2017, 146, 238–245. [Google Scholar] [CrossRef]
  12. Selmani, S.; Sdiri, A.; Bouaziz, S.; Joussein, E.; Rossignol, S. Effects of metakaolin addition on geopolymer prepared from natural kaolinitic clay. Appl. Clay Sci. 2017, 146, 457–467. [Google Scholar] [CrossRef]
  13. Elizondo-Martinez, E.J.; Tataranni, P.; Rodriguez-Hernandez, J.; Castro-Fresno, D. Physical and mechanical characterization of sustainable and innovative porous concrete for urban pavements containing metakaolin. Sustainability 2020, 12, 4243. [Google Scholar] [CrossRef]
  14. Robayo-Salazar, R.A.; Mejia de Gutiérrez, R.; Puertas, F. Effect of metakaolin on natural volcanic pozzolan-based geopolymer cement. Appl. Clay Sci. 2016, 132–133, 491–497. [Google Scholar] [CrossRef]
  15. Duxson, P.; Mallicoat, S.W.; Lukey, G.C.; Kriven, W.M.; van Deventer, J.S.J. The effect of alkali and Si/Al ratio on the development of mechanical properties of metakaolin-based geopolymers. Colloids Surfaces A Physicochem. Eng. Asp. 2007, 292, 8–20. [Google Scholar] [CrossRef]
  16. Sisol, M.; Kudelas, D.; Marcin, M.; Holub, T.; Varga, P. Statistical evaluation of mechanical properties of slag-based alkali-activated material. Sustainability 2019, 11, 5935. [Google Scholar] [CrossRef] [Green Version]
  17. Jeong, Y.; Oh, J.E.; Jun, Y.; Park, J.; Ha, J.H.; Sohn, S.G. Influence of four additional activators on hydrated-lime [Ca (OH) 2] activated ground granulated blast-furnace slag. Cem. Concr. Compos. 2016, 65, 1–10. [Google Scholar] [CrossRef]
  18. Rousekov, I.; Bajza, A.; Zivica, V. Silica fume-basic blast furnace slag systems activated by an alkali silica fume activator. Cem. Concr. Res. 1997, 27, 1825–1828. [Google Scholar] [CrossRef]
  19. Khale, D.; Chaudhary, R. Mechanism of Geopolymerization and Factors Influencing Its Development: A review. J. Mater. 2007, 42, 729–746. [Google Scholar] [CrossRef]
  20. Davidovits, J. Properties of Geopolymer Cements. In First International Conference on Alkaline Cements and Concretes; Kiev State Technical University: Kiev, Ukraine, 1994; pp. 131–149. [Google Scholar]
  21. Komnitsas, K.; Zaharaki, D. Geopolymerisation: A review and prospects for the minerals industry. Miner. Eng. 2007, 20, 1261–1277. [Google Scholar] [CrossRef]
  22. Pacheco-Torgal, F.; Abdollahnejad, Z.; Camões, A.F.; Jamshidi, M.; Ding, Y. Durability of alkali-activated binders: A clear advantage over Portland cement or an unproven issue? Constr. Build. Mater. 2012, 30, 400–405. [Google Scholar] [CrossRef] [Green Version]
  23. Amalia, F.; Akifah, N.; Irfanita, R.; Afifah, K.N.; Zulkifly, K.; Yong, H.C.; Abdullah, M.M.A.B.; Faris, M.A. Durability of Bricks Coated with Red mud Based Geopolymer Paste. In Proceedings of the International Conference on Advances in Materials and Manufacturing Applications (IConAMMA), Bangalore, India, 14–16 July 2016. [Google Scholar]
  24. Lavanya, G.; Jegan, J.; Lavanya, G.; Jegan, J. Durability Study on High Calcium Fly Ash Based Geopolymer Concrete. Adv. Mater. Sci. Eng. 2015, 2015, 731056. [Google Scholar] [CrossRef] [Green Version]
  25. Fu, Y.; Cai, L.; Wu, Y. Freeze—thaw cycle test and damage mechanics models of alkali-activated slag concrete. Constr. Build. Mater. 2011, 25, 3144–3148. [Google Scholar] [CrossRef]
  26. Pacheco-Torgal, F. Alkali-activated binders: A review. Part 2. About materials and binders manufacture. Constr. Build. Mater. 2008, 22, 1315–1322. [Google Scholar] [CrossRef] [Green Version]
  27. He, J.; Zhang, J.; Yu, Y.; Zhang, G. The strength and microstructure of two geopolymers derived from metakaolin and red mud-fly ash admixture: A comparative study. Constr. Build. Mater. 2012, 30, 80–91. [Google Scholar] [CrossRef]
  28. Obonyo, E.; Kamseu, E.; Melo, U.C.; Leonelli, C. Advancing the use of secondary inputs in geopolymer binders for sustainable cementitious composites: A review. Sustainability 2011, 3, 410–423. [Google Scholar] [CrossRef] [Green Version]
  29. Lee, W.; Cheng, T.; Lin, K.; Lin, K.; Wu, C.; Tsai, C. Geopolymer Technologies for Stabilization of Basic Oxygen Furnace Slags and Sustainable Application as Construction Materials. Sustainability 2020, 12, 5002. [Google Scholar] [CrossRef]
  30. Liew, Y.M.; Heah, C.Y.; Mohd Mustafa, A.B.; Kamarudin, H. Structure and properties of clay-based geopolymer cements: A review. Prog. Mater. Sci. 2016, 83, 595–629. [Google Scholar] [CrossRef]
  31. Mobili, A.; Belli, A.; Giosuè, C.; Bellezze, T.; Tittarelli, F. Metakaolin and fly ash alkali-activated mortars compared with cementitious mortars at the same strength class. Cem. Concr. Res. 2016, 88, 198–210. [Google Scholar] [CrossRef]
  32. Fabien, F.; Charlène, D.C. Geopolymers as waste encapsulation materials: Impact of anions on the materials properties. Adv. Sci. Technol. 2010, 69, 174–179. [Google Scholar]
  33. Cozzi, A.D.; Bannochie, C.J.; Burket, P.R.; Crawford, C.L. Immobilization of Radioactive Waste in Fly Ash Based Geopolymers. In Proceedings of the World of Coal Ash (WOCA) Conference, Denver, CO, USA, 9–12 May 2011. [Google Scholar]
  34. Tzanakos, A.; Mimilidou, K.; Anastasiadou, A.; Stratakis, E.; Gidarakos, K. Synthesis and heavy metal immobilization behaviors of medical waste and based geopolymer. In Proceedings of the 13th International Conference on Environmental Science and Technology, Athens, Greece, 5–7 September 2013. [Google Scholar]
  35. Kong, D.L.Y.; Sanjayan, J.G.; Sagoe-crentsil, K. Comparative performance of geopolymers made with metakaolin and fly ash after exposure to elevated temperatures. Cem. Concr. Res. 2007, 37, 1583–1589. [Google Scholar] [CrossRef]
  36. Sumajouw, D.; Hardjito, S.E.; Wallah, B.V.; Rangan, D.M.J. Fly ash-based geopolymer concrete: Study of slender reinforced columns. J. Mater. Sci. 2007, 42, 3124–3130. [Google Scholar] [CrossRef]
  37. Gourley, T.; Duxson, P.; Setunge, S.; Lloyd, N.; Dechsler, M.; South, W. Geopolymer Concrete; Concrete Institute of Australia: North Sydney, NSW, Australia, 2011. [Google Scholar]
  38. Janardhanan, T.; Thaarrini, J.; Dhivya, S. Comparative Study on the Production Cost of Geopolymer and Conventional Concretes. Int. J. Civ. Eng. Res. 2016, 7, 117–124. [Google Scholar]
  39. Vilamová, Š.; Piecha, M. Economic evaluation of using of geopolymer from coal fly ash in the industry. Acta Montan. Slovaca 2016, 21, 139–145. [Google Scholar]
  40. You, S.; Ho, S.W.; Li, T.; Maneerung, T.; Wang, C.H. Techno-economic analysis of geopolymer production from the coal fly ash with high iron oxide and calcium oxide contents. J. Hazard. Mater. 2019, 361, 237–244. [Google Scholar] [CrossRef] [PubMed] [Green Version]
  41. Youssef, N.; Rabenantoandro, A.Z.; Dakhli, Z.; Chapiseau, C.; Waendendries, F.; Hage Chehade, F.; Lafhaj, Z. Reuse of waste bricks: A new generation of geopolymer bricks. SN Appl. Sci. 2019, 1, 1252. [Google Scholar] [CrossRef] [Green Version]
  42. Youssef, N.; Rabenantoandro, A.Z.; Dakhli, Z.; Hage Chehade, F.; Lafhaj, Z. Environmental evaluation of geopolymer bricks. In Proceedings of the MATEC Web of Conferences, INCER 2019, Beirut, Lebanon, 3–5 April 2019; pp. 1–5. [Google Scholar]
  43. Tiffo, E.; Elimbi, A.; Manga, J.D.; Tchamba, A.B. Red ceramics produced from mixtures of kaolinite clay and waste glass. Braz. J. Sci. Technol. 2015, 2, 4. [Google Scholar] [CrossRef] [Green Version]
Figure 1. Manufacturing process of fired and geopolymer bricks.
Figure 1. Manufacturing process of fired and geopolymer bricks.
Sustainability 12 07403 g001
Figure 2. Production cost of one metric ton of bricks and the compressive strength according to the geopolymer and fired brick formulations, [41,42].
Figure 2. Production cost of one metric ton of bricks and the compressive strength according to the geopolymer and fired brick formulations, [41,42].
Sustainability 12 07403 g002
Table 1. Chemical composition of the solid materials in the geopolymer bricks.
Table 1. Chemical composition of the solid materials in the geopolymer bricks.
Oxides (wt %)Materials
Waste BricksClayGGBFSSand
MgO1.411.155.760.47
Al2O312.6813.599.165.57
SiO273.10673.67633.8489.99
K2O3.453.480.541.2
CaO1.021.9549.170.19
TiO20.870.940.770.2
MnO0.680.0940.30.02
Fe2O36.745.120.462.35
Ni2O30.009--0.01
Cu2O0.007---
ZnO0.02---
GaO30.008---
GGBFS: ground granulated blast furnace slag.
Table 2. Composition of the geopolymer brick formulations
Table 2. Composition of the geopolymer brick formulations
FormulationsComponent of Different Geopolymer Brick Formulations (g)
SandClayWBGGBFSNaOHNa2SiO3Water
GC8278270092.8393.77293.04
GWB18270827036244137
GWB28270661.6165.436244137
GWB28270496.2330.836244137
GWB38270330.8496.236244137
GWB48270165.4661.636244137
GWB58270082736244137
GC: geopolymer bricks based on clay; GWB: geopolymer bricks based on waste bricks; WB: waste brick.
Table 3. Compressive strength of the geopolymer and fired bricks.
Table 3. Compressive strength of the geopolymer and fired bricks.
FormulationsFBGCGWB1GWB2GWB3GWB4GWB5GWB6
Rc (MPa)202038.9644.7851.9262.389.9172.48
FB: the reference fired brick produced by the brickworks; Rc: Compressive strength of bricks.
Table 4. Annual business model of the production stage of the fired bricks in the French brickworks case.
Table 4. Annual business model of the production stage of the fired bricks in the French brickworks case.
Production StagesProductQuantityUnitCostUnitTotal Cost Unit
Clay24,113t/year20EUR/t482,260EUR/year
STAGE 1Sand10,620t/year40EUR/t424,800EUR/year
Materials, labor,Water3355m3/year3EUR/m310,065EUR/year
and annual costNatural gas17,500,000kWh/year0.0589EUR/kWh1030,750EUR/year
ProductionElectricity2446,125kWh/year0.1483EUR/kWh362,760EUR/year
Domestic fuel17,911L/year0.875EUR/L15,673EUR/year
Maintenance 350,000EUR/year350,000EUR/year
Labor 350,000EUR/year350,000EUR/year
Total annual cost of fired brick production 3026,308EUR/year
STAGE 2
Annual production quantity of fired bricks
Annual production quantity of fired bricks 25,219t/year
STAGE 3
Calculation of the production cost of fired bricks
Production cost of one metric ton of fired bricks produced 120EUR/t
Table 5. Geopolymer brick’s ingredients and its cost.
Table 5. Geopolymer brick’s ingredients and its cost.
MaterialsCost (EUR/t)
Clay20
Sand40
Waste bricks10
GGBFS65
Sodium silicate (Na2SiO3)268.2
Sodium hydroxide (NaOH)470.7
Water3
Table 6. Electric power consumption in the production of geopolymer bricks
Table 6. Electric power consumption in the production of geopolymer bricks
Electric Power Consumption
PhasekW/hh/daykWh /dayJ/weekkWh/week
Maturing52.395261.9551309.75
Molding284.88102848.80514244
Dryer120.28242886.72720,207.04
Keller1.5469.245.550.82
Set up in the kiln9.3911103.295516.45
Automatic sawing11.11666.665333.3
Removing from the kiln10.0311110.335.5606.815
Lightning (production and building)8.6312103.565517.8
workshop0.49167.84539.2
Office utilities4.93839.445197.2
Social local3.26826.085.5143.44
External lighting2.83616.98584.9
Total weekly electric power consumption by the French brickwork38,251
Table 7. Global assessment of the cost of a metric ton of geopolymer bricks according to the 7 formulations studied.
Table 7. Global assessment of the cost of a metric ton of geopolymer bricks according to the 7 formulations studied.
Production Cost of One Metric Ton of Geopolymer Bricks According to Different Formulations (EUR/t)
Product (EUR/t)GCGWB1GWB2GWB3GWB4GWB5GWB6
WB03.702.962.221.480.740
GGBFS004.819.6314.4419.2624.07
Sand15.2814.8114.8114.8114.8114.8114.81
Clay7.64000000
Na2SiO3 10.7139.6439.6439.6439.6439.6439.64
NaOH 278.868.868.8658.868.868.86
Water0.3960.180.180.180.180.180.18
Natural gas19.7519.7519.7519.7519.7519.7519.75
Electric power10.2310.2310.2310.2310.2310.2310.23
Fuel0.600.600.600.600.600.600.60
Maintenance 9.389.389.389.389.389.389.38
Labor13.4213.4213.4213.4213.4213.4213.42
Total Cost114.43120.61125.08128.76132.84136.91140.98

Share and Cite

MDPI and ACS Style

Youssef, N.; Lafhaj, Z.; Chapiseau, C. Economic Analysis of Geopolymer Brick Manufacturing: A French Case Study. Sustainability 2020, 12, 7403. https://doi.org/10.3390/su12187403

AMA Style

Youssef N, Lafhaj Z, Chapiseau C. Economic Analysis of Geopolymer Brick Manufacturing: A French Case Study. Sustainability. 2020; 12(18):7403. https://doi.org/10.3390/su12187403

Chicago/Turabian Style

Youssef, Nicolas, Zoubeir Lafhaj, and Christophe Chapiseau. 2020. "Economic Analysis of Geopolymer Brick Manufacturing: A French Case Study" Sustainability 12, no. 18: 7403. https://doi.org/10.3390/su12187403

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop