Chemistry:Geopolymer cement

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Short description: Aluminosilicate-based cement with a low-carbon footprint


Geopolymer cement is a binding system that hardens at room temperature.

List of the minerals, chemicals used for making geopolymer cements

It is a more environmentally friendly alternative to conventional Portland cement.[1] It relies on minimally processed natural materials or industrial byproducts to significantly reduce the carbon footprint of cement production, while also being highly resistant to many common concrete durability issues.

Geopolymer cements exist which may cure more rapidly than Portland-based cements.

Production

Production of geopolymer cement requires an aluminosilicate precursor material such as metakaolin or fly ash, a user-friendly alkaline reagent[2] (for example, sodium or potassium soluble silicates with a molar ratio SiO2:M2O ≥ 1.65, M being Na or K) and water (see the definition for "user-friendly" reagent below). Room temperature hardening is more readily achieved with the addition of a source of calcium cations, often blast furnace slag.

Geopolymer cements can be formulated to cure more rapidly than Portland-based cements; some mixes gain most of their ultimate strength within 24 hours. However, they must also set slowly enough that they can be mixed at a batch plant, either for precasting or delivery in a concrete mixer. Geopolymer cement also has the ability to form a strong chemical bond with silicate rock-based aggregates. In March 2010, the Federal Highway Administration (FHWA), a division of the United States Department of Transportation, released a TechBrief entitled Geopolymer Concrete that states:[3]

The production of versatile, cost-effective geopolymer cements that can be mixed and hardened essentially like Portland cement would represent a game changing advancement, revolutionizing the construction of transportation infrastructure and the building industry.

Geopolymer concrete

There is often confusion[citation needed] between the meanings of the terms 'geopolymer cement' and 'geopolymer concrete'. A cement is a binder, whereas concrete is the composite material resulting from the mixing and hardening of cement with water (or an alkaline solution in the case of geopolymer cement), and stone aggregates. Materials of both types (geopolymer cements and geopolymer concretes) are commercially available in various markets internationally [4][5][non-primary source needed]

Chemistry: Portland cement vs geopolymer cement

Portland cement setting compared to geopolymerization

Left: setting and hardening of Portland cement through hydration of calcium silicate into calcium silicate hydrates (C-S-H) and portlandite, Ca(OH)2.

Right: setting of geopolymer cement through poly-condensation of potassium oligo-(sialate-siloxo) into potassium poly(sialate-siloxo) cross linked network.

If a geopolymer compound requires heat setting it is not called geopolymer cement but rather geopolymer binder.[citation needed]

Alkali-activated materials vs. geopolymer cements

Geopolymerization chemistry requires appropriate terminologies and notions that are evidently different from those in use by Portland cement experts. The main article geopolymer summarizes how geopolymer cements belong to the category of inorganic polymer. On this matter, the Australian Geopolymer Alliance[6] outlines on its web site the following statement: "Joseph Davidovits developed the notion of a geopolymer (a Si/Al inorganic polymer) to better explain these chemical processes and the resultant material properties. To do so required a major shift in perspective, away from the classical crystalline hydration chemistry of conventional cement chemistry. To date this shift has not been well accepted by practitioners in the field of alkali activated cements who still tend to explain such reaction chemistry in Portland cement terminology.

Indeed, geopolymer cement is sometimes mistaken for alkali-activated cement and concrete, developed more than 50 years ago by V.D. Glukhovsky in Ukraine, the former Soviet Union.[7] They were originally known under the names "soil silicate concretes" and "soil cements". Because Portland cement concretes can be affected by the deleterious Alkali-aggregate reaction, coined AAR or Alkali-silica reaction coined ASR (see for example the RILEM Committee 219-ACS Aggregate Reaction in Concrete Structures [8]), the wording alkali-activation has a negative impact on civil engineers. However, geopolymer cements do not in general show these deleterious reactions (see below in Properties), when an appropriate aggregate is selected - geopolymers can also work in acidic mediums, further disassociating them from AAM. In addition, alkali-activated materials are not polymers,[9] so they cannot be called and mistaken for geopolymers. Indeed, the polymer chemistry is radically different compared to the calcium hydrate or precipitate chemistry. Nevertheless, several cement scientists continue to promote the terminology related to alkali-activated materials or alkali-activated geopolymers. These cements, abbreviated AAM, encompass the specific fields of alkali-activated slags, alkali-activated coal fly ashes, and various blended cementing systems (see RILEM Technical committee 247-DTA).[10]

User-friendly alkaline-reagents

List of user-hostile and user-friendly chemical reagents

Although geopolymerization does not rely on toxic organic solvents but only on water, it needs chemical ingredients that may be dangerous and therefore requires some safety procedures. Material Safety rules classify the alkaline products in two categories: corrosive products (named here: hostile) and irritant products (named here: friendly).[citation needed] The two classes are recognizable through their respective logos.

The table lists some alkaline chemicals and their corresponding safety label.[11] The corrosive products must be handled with gloves, glasses and masks. They are user-hostile and cannot be implemented in mass applications without the appropriate safety procedures. In the second category one finds Portland cement or hydrated lime, typical mass products. Geopolymeric alkaline reagents belonging to this class may also be termed as User-friendly, although the irritant nature of the alkaline component and the potential inhalation risk of powders still require the selection and use of appropriate personal protective equipment, as in any situation where chemicals or powders are handled.

The development of so-called alkali-activated-cements or alkali-activated geopolymers (the latter considered by some to be incorrect terminology), as well as several recipes found in the literature and on the Internet, especially those based on fly ashes, use alkali silicates with molar ratios SiO2:M2O below 1.20, or systems based on pure NaOH (8M or 12M). These conditions are not user-friendly for the ordinary labor force, and require careful consideration of personal protective equipment if employed in the field. Indeed, laws, regulations, and state directives push to enforce for more health protections and security protocols for workers’ safety.

Conversely, Geopolymer cement recipes employed in the field generally involve alkaline soluble silicates with starting molar ratios ranging from 1.45 to 1.95, particularly 1.60 to 1.85, i.e. user-friendly conditions. It may happen that for research, some laboratory recipes have molar ratios in the 1.20 to 1.45 range.

Geopolymer cement categories

Categories of geopolymer cement include:

  • Slag-based geopolymer cement.[12]
  • Rock-based geopolymer cement.[13]
  • Fly ash-based geopolymer cement
    • type 1: alkali-activated fly ash geopolymer.[14]
    • type 2: slag/fly ash-based geopolymer cement.[15][16][17]
  • Ferro-sialate-based geopolymer cement.[18]

Slag-based geopolymer cement

Components: metakaolin (MK-750) + blast furnace slag + alkali silicate (user-friendly).
Geopolymeric make-up: Si:Al = 2 in fact[citation needed] solid solution of Si:Al=1, Ca-poly(di-sialate) (anorthite type) + Si:Al =3 , K-poly(sialate-disiloxo) (orthoclase type) and C-S-H Ca-silicate hydrate.

The first geopolymer cement developed in the 1980s was of the type (K,Na,Ca)-poly(sialate) (or slag-based geopolymer cement) and resulted from the research developments carried out by Joseph Davidovits and J.L. Sawyer at Lone Star Industries, USA and yielded the invention of Pyrament® cement. The American patent application was filed in 1984 and the patent US 4,509,985 was granted on April 9, 1985, with the title 'Early high-strength mineral polymer'.

Rock-based geopolymer cement

The replacement of a certain amount of MK-750 with selected volcanic tuffs yields geopolymer cement with better properties and less CO
2 emission than the simple slag-based geopolymer cement.[citation needed]

Manufacture components: metakaolin MK-750, blast furnace slag, volcanic tuffs (calcined or not calcined), mine tailings and alkali silicate (user-friendly).
Geopolymeric make-up: Si:Al = 3, in fact[citation needed] solid solution of Si:Al=1 Ca-poly(di-sialate) (anorthite type) + Si:Al =3–5 (Na,K)-poly(silate-multisiloxo) and C-S-H Ca-silicate hydrate.

Fly ash-based geopolymer cements

Later on, in 1997, building on the works conducted on slag-based geopolymeric cements, on the one hand and on the synthesis of zeolites from fly ashes on the other hand, Silverstrim et al.[19] and van Jaarsveld and van Deventer[20] developed geopolymeric fly ash-based cements. Silverstrim et al. US Patent 5,601,643 was titled 'Fly ash cementitious material and method of making a product'.

Presently, there are two types based on siliceous (EN 197) or Class F (ASTM C618) fly ashes:

  • Type 1: alkali-activated fly ash geopolymer (user-hostile):
In many cases requires heat curing at 60–80°C; not manufactured separately as a cement, but rather produced directly as a fly-ash based concrete. NaOH (user-hostile) + fly ash: partially-reacted fly ash particles embedded in an alumino-silicate gel with Si:Al= 1 to 2, zeolitic type (chabazite-Na and sodalite) structures.
  • Type 2: slag/fly ash-based geopolymer cement (user-friendly):
Room-temperature cement hardening. User-friendly silicate solution + blast furnace slag + fly ash: fly ash particles embedded in a geopolymeric matrix with Si:Al= 2, (Ca,K)-poly(sialate-siloxo).

Ferro-sialate-based geopolymer cement

The properties are similar to those of rock-based geopolymer cement but involve geological elements with high iron oxide content. The geopolymeric make up is of the type poly(ferro-sialate) (Ca,K)-(-Fe-O)-(Si-O-Al-O-). This user-friendly geopolymer cement is in the development and commercialization phase.[21]

CO
2 emissions during manufacture

According to the Australian concrete expert B. V. Rangan, the growing worldwide demand for concrete is a great opportunity for the development of geopolymer cements of all types, with their lower release of carbon dioxide CO
2 during production.[22]

CO
2 emissions contrasted

The manufacture of Portland cement clinker involves the calcination of calcium carbonate and the formation of the two main calcium silicate phases (alite and belite) essential for the cement setting and hardening:

3 CaCO3 + SiO2 → Ca3SiO5 + 3 CO2       (production of alite,   C
3S)
2 CaCO3 + SiO2 → Ca2SiO4 + 2 CO2       (production of belite, C
2S)

Other reactions involving calcium, aluminium and iron oxides also lead to the formation of the tricalcium aluminate (C
3A) and calcium aluminoferrite (C
4AF), secondary components of the clinker.

The production of 1 tonne of Portland clinker directly generates approximately 0.55 tonnes of chemical CO
2, directly as a product of these reactions, and requires the combustion of carbonaceous fuel to yield approximately an additional 0.40 tonnes of carbon dioxide, although this is being reduced through gains in process efficiency and the use of waste as fuels. However, in total, 1 tonne of Portland cement leads to the emission of 0.8–1.0 tonnes of carbon dioxide.[23]

Comparatively, geopolymer cements do not rely on calcium carbonate as a key ingredient, and generate much less CO
2 during manufacture, i.e. a reduction in the range of 40% to 80–90%. Joseph Davidovits delivered the first paper on this subject in March 1993 at a symposium organized by the American Portland Cement Association, Chicago, Illinois.[24]

The Portland cement industry reacted strongly by lobbying the legal institutions[POV? – discuss] to deliver CO
2 emission numbers that did not include the part related to calcium carbonate decomposition, focusing only on combustion emission. An article written in the scientific magazine New Scientist in 1997 stated that: ...estimates for CO
2 emissions from cement production have concentrated only on the former source [fuel combustion]. The UN’s Intergovernmental Panel on Climate Change puts the industry’s total contribution to CO
2 emissions at 2.4 %; the Carbon Dioxide Information Analysis Center at the Oak Ridge National Laboratory in Tennessee quotes 2.6 %. Now Joseph Davidovits of the Geopolymer Institute... has for the first time looked at both sources. He has calculated that world cement production of 1.4 billion tonnes a year produces 7 % of [world] current CO
2 emissions.[25] Fifteen years later (2012), the situation has worsened with Portland cement CO
2 emissions approaching 3 billion tonnes a year.[26]

Comparative energy use

The energy needs and CO
2 emissions for regular Portland cement, rock-based geopolymer cements and fly ash-based geopolymer cements. The comparison proceeds between Portland cement and geopolymer cements with similar strength, i.e. average 40 MPa at 28 days. There have been several studies published on the subject[27] that may be summarized in the following way:

Rock-based geopolymer cement manufacture involves:[28]

  • 70% by weight geological compounds (calcined at 700°C)
  • blast furnace slag
  • alkali-silicate solution (industrial chemical, user-friendly).

The presence of blast furnace slag provides room-temperature hardening and increases the mechanical strength.[29]

Energy needs and CO
2 emissions for 1 tonne of Portland cement and rock-based geopolymer cement.[30]
Energy needs (MJ/tonne) Calcination Crushing Silicate Sol. Total Reduction
Portland cement 4270 430 0 4700 0
GP-cement, slag by-product 1200 390 375 1965 59%
GP-cement, slag manufacture 1950 390 375 2715 43%
CO
2 emissions (tonne)
Portland cement 1.000 0.020 1.020 0
GP-cement, slag by-product 0.140 0,018 0.050 0.208 80%
GP-cement, slag manufacture 0.240 0.018 0.050 0.308 70%

Energy needs

According to the US Portland Cement Association (2006)[citation needed], energy needs for Portland cement is in the range of 4700 MJ/tonne (average). The calculation for rock-based geopolymer cement is performed with following parameters:

– the blast furnace slag is available as by-product from the steel industry (no additional energy needed);
– or must be manufactured (re-smelting from non granulated slag or from geological resources).

In the most favorable case — slag availability as by-product — there is a reduction of 59% of the energy needs in the manufacture of Rock-based geopolymer-cement in comparison with Portland cement. In the least favorable case — slag manufacture — the reduction reaches 43%.[citation needed]

CO
2 emissions during manufacture

In the most favorable case — slag availability as by-product — there is a reduction of 80% of the CO
2 emission during manufacture of Rock-based geopolymer cement in comparison with Portland cement. In the least favorable case — slag manufacture — the reduction reaches 70%.

Fly ash-based cements class F fly ashes

They do not require any further heat treatment. The calculation is therefore easier. One achieves emissions in the range of 0.09 to 0.25 tonnes of CO
2 / 1 tonne of fly ash-based cement, i.e. CO
2 emissions that are reduced in the range of 75 to 90%.

Workability issues

Generally, one of the main problems with geopolymer binder is its poor workability: Alkali-activated fly ash has a much greater plastic viscosity than ordinary Portland cement[31] and is prone to fast setting. In a matter of minutes, it can produce “highly viscous, unmanageable concrete mixtures”.[32]

These problems were faced with Portland cement as well, leading to the development of mix designs and admixtures that increase workability; to a limited extent, those techniques can be applied to geopolymer binder.

Slump and compressive strength values for geopolymer concrete with superplasticizer admixtures

Experimental evidence suggests that there are numerous ways to enhance geopolymer workability:

  • Using different combinations of precursor and activator[33]
  • Adjusting the activator concentration and the ratio of activator to precursor[34][35][36]
  • Increasing the water/binder ratio[37] (as in Portland cement, this will increase workability and decrease concrete strength, which can then be counteracted by strength-enhancing measures such as heat curing[38])
  • Adding certain conventional superplasticizers to certain precursors/activator combinations[39]
  • Adding newly developed superplasticizers for geopolymer binder (such as Alccofine,[40] ground granulated blast-furnace slag,[41] glass powder and rice husk[42])

Using these techniques, geopolymer binder has been shown to be suitable for both high-strength concrete applications[43] as well as for self-compacting concrete.[44]

Properties for rock-based geopolymer cement (Ca,K)-poly(sialate-disiloxo)

See[45]

  • shrinkage during setting: < 0.05%, not measurable.
  • compressive strength (uniaxial): > 90 MPa at 28 days (for high early strength formulation, 20 MPa after 4 hours).
  • flexural strength: 10–15 MPa at 28 days (for high early strength of 10 MPa after 24 hours).
  • Young Modulus: > 2 GPa.
  • freeze-thaw: mass loss < 0.1% (ASTM D4842), strength loss <5 % after 180 cycles.
Alkali-aggregate reaction comparison, Geopolymer cement vs. Portland cement, ASTM C227
  • wet-dry: mass loss < 0.1% (ASTM D4843).
  • leaching in water, after 180 days: K2O < 0.015%.
  • water absorption: < 3%, not related to permeability.
  • hydraulic permeability: 10−10 m/s.
  • sulfuric acid, 10%: mass loss 0.1% per day.
  • hydrochloric acid, 5%: mass loss 1% per day.
  • KOH 50%: mass loss 0.02% per day.
  • ammonia solution: no observed mass loss.
  • sulfate solution: shrinkage 0.02% at 28 days.
  • alkali-aggregate reaction: no expansion after 250 days (−0.01%), as shown in the figure, comparison with Portland cement (ASTM C227). These results were published in 1993.[46] Geopolymer binders and cements even with alkali contents as high as 10%, do not generate any dangerous alkali-aggregate reaction when used with an aggregate of normal reactivity.[47]

The need for standards

In June 2012, the institution ASTM International (former American Society for Testing and Materials, ASTM) organized a symposium on Geopolymer Binder Systems. The introduction to the symposium states: When performance specifications for Portland cement were written, non-portland binders were uncommon...New binders such as geopolymers are being increasingly researched, marketed as specialty products, and explored for use in structural concrete. This symposium is intended to provide an opportunity for ASTM to consider whether the existing cement standards provide, on the one hand, an effective framework for further exploration of geopolymer binders and, on the other hand, reliable protection for users of these materials.

The existing Portland cement standards are not adapted to geopolymer cements. They must be created by an ad hoc committee. Yet, to do so, requires also the presence of standard geopolymer cements. Presently, every expert is presenting his own recipe based on local raw materials (wastes, by-products or extracted). There is a need for selecting the right geopolymer cement category. The 2012 State of the Geopolymer R&D,[48] suggested to select two categories, namely:

  • type 2 slag/fly ash-based geopolymer cement: fly ashes are available in the major emerging countries;
  • ferro-sialate-based geopolymer cement: this geological iron-rich raw material is present in all countries throughout the globe, and;
  • the appropriate user-friendly geopolymeric reagent.

References

  1. ↑ "Cement Produces More Pollution Than All the Trucks in the World". Bloomberg.com. 23 June 2019. https://www.bloomberg.com/news/articles/2019-06-23/green-cement-struggles-to-expand-market-as-pollution-focus-grows. 
  2. ↑ See the examples at the Geopolymer Institute page http://www.geopolymer.org/applications/geopolymer-cement
  3. ↑ "Publication Details - Pavements - Federal Highway Administration". http://www.fhwa.dot.gov/pavement/pub_details.cfm?id=665. 
  4. ↑ "Home". http://www.banahuk.co.uk. 
  5. ↑ "Geopolymer & Alkali-activated Technology - Zeobond". http://www.zeobond.com. 
  6. ↑ "Error: no |title= specified when using {{Cite web}}". Archived from the original on March 3, 2016. https://web.archive.org/web/20160303172718/http://www.geopolymers.com.au/science/geopolymerization. Retrieved January 16, 2016. 
  7. ↑ Gluchovskij V.D.:"Gruntosilikaty" Gosstrojizdat Kiev 1959, Patent USSR 245 627 (1967), Patent USSR 449894 (Patent appl. 1958, granted 1974).
  8. ↑ "{title}". http://www.rilem.org/gene/main.php?base=8750&gp_id=229. 
  9. ↑ "Why Alkali-Activated Materials are NOT Geopolymers ? – Geopolymer Institute" (in en-US). https://www.geopolymer.org/faq/alkali-activated-materials-geopolymers/. 
  10. ↑ "{title}". http://www.rilem.org/gene/main.php?base=8750&gp_id=290. 
  11. ↑ See in ref. 2
  12. ↑ Davidovits, J. and Sawyer, J.L., (1985), Early high-strength mineral polymer, US Patent 4,509,985, 1985, filed February 22, 1984. The first commercial geopolymer cement was coined Pyrament 2000™ designed for repair and patching operations.
  13. ↑ Gimeno, D.; Davidovits, J.; Marini, C.; Rocher, P.; Tocco, S.; Cara, S.; Diaz, N.; Segura, C. and Sistu, G. (2003), Development of silicate-based cement from glassy alkaline volcanic rocks: interpretation of preliminary data related to chemical- mineralogical composition of geologic raw materials. Paper in Spanish, Bol. Soc. Esp. Cerám. Vidrio, 42, 69–78. [Results from the European Research Project GEOCISTEM (1997), Cost Effective Geopolymeric Cements For Innocuous Stabilisation of Toxic Elements, Final Technical Report, April 30, 1997, Brussels, Project funded by the European Commission, Brite-Euram BE-7355-93, Jan. 1, 1994 to Feb. 28, 1997].
  14. ↑ Palomo, A.; Grutzeck, M.W. and Blanco, M.T. (1999), Alkali-activated fly ashes: a cement for the future, Cement Concrete Res, 29, 1323–1329.
  15. ↑ GEOASH (2004–2007), The GEOASH project was carried out with a financial grant from the Research Fund for Coal and Steel of the European Community, contract number RFC-CR-04005. It involves: Antenucci D., ISSeP, Liège, Belgium; Nugteren H.and Butselaar- Orthlieb V., Delft University of Technology, Delft, The Netherlands; Davidovits J., Cordi-Géopolymère Sarl, Saint-Quentin, France; Fernández-Pereira C. and Luna Y., University of Seville, School of Industrial Engineering, Sevilla, Spain; Izquierdo and M., Querol X., CSIC, Institute of Earth Sciences Jaume Almera, Barcelona, Spain.
  16. ↑ Izquierdo, M.; Querol, X.; Davidovits, J.; Antenucci, D.; Nugteren, H. and Fernández-Pereira, C., (2009), Coal fly ash-based geopolymers: microstructure and metal leaching, Journal of Hazardous Materials, 166, 561–566.
  17. ↑ See: Chapter 12 in J. Davidovits' book Geopolymer Chemistry and Applications.
  18. ↑ Davidovits, J. et al., Geopolymer cement of the Calcium-Ferroaluminium silicate polymer type and production process, PCT patent publication WO 2012/056125.
  19. ↑ Silverstrim, T.; Rostami, H.; Larralde, J.C and Samadi-Maybodi, A. (1997), Fly ash cementitious material and method of making a product, US Patent 5,601,643.
  20. ↑ Van Jaarsveld, J.G.S., van Deventer, J.S.J. and Lorenzen L. (1997), The potential use of geopolymeric materials to immobilize toxic metals: Part I. Theory and Applications, Minerals Engineering, 10 (7), 659–669.
  21. ↑ See the Keynote Conference video of State of the Geopolymer R&D 2012 at "Geopolymer Institute » GP Camp 2012". Archived from the original on 2013-04-15. https://archive.today/20130415060815/http://www.geopolymer.org/camp/gp-camp-2012. Retrieved 2013-01-18.  , first section: Geopolymer Science as well as the third section Geopolymer Cements; present manufacturer of this cement is the company banah UK (http://www.banahuk.co.uk)
  22. ↑ Rangan, B.V., (2008), Low-Calcium Fly Ash-Based Geopolymer Concrete, Chapter 26 in Concrete Construction Engineering Handbook, Editor-in-Chief E.G. Nawy, Second Edition, CRC Press, New York.
  23. ↑ see section 5 of http://www.wbcsdcement.org/pdf/CSI%20GNR%20Report%20final%2018%206%2009.pdf
  24. ↑ Davidovits, J. (1993), Carbon-Dioxide Greenhouse-Warming: What Future for Portland Cement, Emerging Technologies Symposium on Cements and Concretes in the Global Environment. See also ref. 25
  25. ↑ Pearce Fred, The concrete jungle overheats, New Scientist, issue 2091 (19 July 1997), page 14); https://www.newscientist.com/article/mg15520912.200-the-concrete-jungle-overheats.html
  26. ↑ See the video of the Keynote State of Geopolymer 2012, Section 3: Geopolymer Cements at time: 32 min, at "Geopolymer Institute » GP Camp 2012". Archived from the original on 2013-04-15. https://archive.today/20130415060815/http://www.geopolymer.org/camp/gp-camp-2012. Retrieved 2013-01-18. 
  27. ↑ McLellan, B. C; Williams, R. P; Lay, J.; Arie van Riessen, A. and Corder G. D., (2011), Costs and carbon emissions for geopolymer pastes in comparison to ordinary portland cement, Journal of Cleaner Production, 19, 1080–1090
  28. ↑ Khalifeh, Mahmoud; Saasen, Arild; Hodne, Helge; Motra, Hem Bahadur (2019-04-01). "Laboratory evaluation of rock-based geopolymers for zonal isolation and permanent P&A applications" (in en). Journal of Petroleum Science and Engineering 175: 352–362. doi:10.1016/j.petrol.2018.12.065. ISSN 0920-4105. Bibcode: 2019JPSE..175..352K. https://www.sciencedirect.com/science/article/pii/S0920410518311689. 
  29. ↑ Gómez-Casero, M. A.; Pérez-Villarejo, L.; Castro, E.; Eliche-Quesada, D. (2021-10-04). "Effect of steel slag and curing temperature on the improvement in technological properties of biomass bottom ash based alkali-activated materials" (in en). Construction and Building Materials 302: 124205. doi:10.1016/j.conbuildmat.2021.124205. ISSN 0950-0618. https://www.sciencedirect.com/science/article/pii/S0950061821019656. 
  30. ↑ Valente, Marco; Sambucci, Matteo; Chougan, Mehdi; Ghaffar, Seyed Hamidreza (2022-01-20). "Reducing the emission of climate-altering substances in cementitious materials: A comparison between alkali-activated materials and Portland cement-based composites incorporating recycled tire rubber" (in en). Journal of Cleaner Production 333: 130013. doi:10.1016/j.jclepro.2021.130013. ISSN 0959-6526. https://www.sciencedirect.com/science/article/pii/S0959652621041809. 
  31. ↑ M. Criado and others, ‘Alkali Activated Fly Ash: Effect of Admixtures on Paste Rheology’, Rheologica Acta, 48.4 (2009), 447–55 (p. 452) https://doi.org/10.1007/s00397-008-0345-5
  32. ↑ Ramesh Kumar Chouhan and others, ‘Rice-Husk-Based Superplasticizer to Increase Performance of Fly Ash Geopolymer Concrete’, Emerging Materials Research, 7.3 (2018), 169–77 (p. 169), available at https://www.researchgate.net/publication/327373353_Rice_Husk_based_Superplasticizer_to_Increase_Performance_of_Fly_Ash_Based_Geopolymer_Concrete
  33. ↑ Behzad Nematollahi and Jay Sanjayan, ‘Effect of Different Superplasticizers and Activator Combinations on Workability and Strength of Fly Ash Based Geopolymer’, Materials & Design, 57 (2014), 667–72 (p. 670), available at https://www.researchgate.net/publication/263084789_Effect_of_different_superplasticizer_and_activator_combinations_on_workability_and_strength_of_fly_ash_based_geopolymer
  34. ↑ F. Puertas, C. Varga, and M.M. Alonso, ‘Rheology of Alkali-Activated Slag Pastes. Effect of the Nature and Concentration of the Activating Solution’, Cement and Concrete Composites, 53 (2014), 279–88 (p. 286), https://doi.org/10.1016/j.cemconcomp.201 4.07.012
  35. ↑ Puertas, Varga, and Alonso, p. 284
  36. ↑ Hua Xu, ‘Geopolymerisation of Aluminosilicate Minerals’, 2002, p. 245, available at https://minerva-access.unimelb.edu.au/bitstream/handle/11343/38811/65936_00000332_01_Xu.pdf?sequence=1&isAllowed=y
  37. ↑ Geopolymers: Structure, Processing, Properties and Industrial Applications, ed. by John L. Provis, Woodhead Publishing in Materials (Oxford: Woodhead Publ. Limited, 2009), p. 214
  38. ↑ M. Strijov, ‘New Binder Systems and Concrete Concepts for Low-Emission Construction – Challenges Regarding Workability of Fresh Concrete’, Technical University of Dresden, 2019, p. 20, available at https://oceanweb.io/MS-BSc.pdf
  39. ↑ Behzad Nematollahi and Jay Sanjayan, ‘Efficacy of Available Superplasticizers on Geopolymers’, Research Journal of Applied Sciences, Engineering and Technology, 7.7 (2014), 1464–68 (p. 1280), available at https://www.researchgate.net/publication/263084816_Efficacy_of_Available_Superplasticizers_on_Geopolymers
  40. ↑ Bharat Bhushan Jindal and others, ‘Improving Compressive Strength of Low Calcium Fly Ash Geopolymer Concrete with Alccofine’, Advances in Concrete Construction, 5.1 (2017), 17–29 (p. 25), available at http://www.techno-press.org/content/?page=article&journal=acc&volume=5&num=1&ordernum=2
  41. ↑ Partha Sarathi Deb,Pradip Nath, and Prabir Kumar Sarker, ‘The Effects of Ground Granulated Blast-Furnace Slag Blending with Fly Ash and Activator Content on the Workability and Strength Properties of Geopolymer Concrete Cured at Ambient Temperature’, Materials & Design (1980- 2015), 62 (2014), 32–39 (p. 9)
  42. ↑ Ramesh Kumar Chouhan and others, ‘Rice-Husk-Based Superplasticizer to Increase Performance of Fly Ash Geopolymer Concrete’, Emerging Materials Research, 7.3 (2018), 169–77 (p. 173), available at https://www.icevirtuallibrary.com/doi/full/10.1680/jemmr.18.00035
  43. ↑ Thomas Richter, ‘Zement-Merkblatt B16’ (Bundesverband der Deutschen Zementindustrie e.V., 2002), p. 1.
  44. ↑ M Fareed Ahmed, M Fadhil Nuruddin, and Nasir Shafiq, ‘Compressive Strength and Workability Characteristics of Low-Calcium Fly Ash-Based Self-Compacting Geopolymer Concrete’, International Journal of Civil and Environmental Engineering, 5.2 (2011), 7 (p. 68), available at https://www.researchgate.net/publication/277992082_Compressive_Strength_and_Workability_Characteristics_of_Low-Calcium_Fly_ash-based_Self-Compacting_Geopolymer_Concrete
  45. ↑ See Chapters 16 and 17 in book Geopolymer Chemistry and Applications, Joseph Davidovits
  46. ↑ Davidovits, J., (1993), Geopolymer Cement to Minimize Carbon-dioxide Greenhouse- warming, in Cement-Based Materials: Present, Future and Environmental Aspects, Ceramic Transactions, 37, 165–182.
  47. ↑ Li, K.-L.; Huang, G.-H.; Chen, J.; Wang, D. and Tang, X.-S., (2005), Early Mechanical Property and Durability of Geopolymer, Geopolymer 2005 Proceedings, 117–120. used another standard, ASTM C 441-97, by which powdered quartz glass is the reactive fine element. Portland cement mortars exhibited expansion at 90 days in the range of 0.9– 1.0% whereas geopolymer cement remained practically unchanged, with a small shrinkage of −0.03 % at 90 days.
  48. ↑ See the video at "Geopolymer Institute » GP Camp 2012". Archived from the original on 2013-04-15. https://archive.today/20130415060815/http://www.geopolymer.org/camp/gp-camp-2012. Retrieved 2013-01-18. 

Bibliography

  • Joseph Davidovits (2008).Geopolymer Chemistry and Applications. Institut Géopolymère, Saint-Quentin, France, ISBN:9782951482098 (4th ed., 2015). In Chinese: National Defense Industry Press, Beijing, ISBN:9787118074215 (2012).
  • John L. Provis and Jannie S. J. van Deventer (2009).Geopolymers Structure, Processing, Properties and Industrial Applications. Woodhead Publishing, ISBN:9781845694494.

External links



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