Technical Papers
Nov 22, 2017

Effects of Curing Conditions and Sand-to-Binder Ratios on Compressive Strength Development of Fly Ash Geopolymer

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 2

Abstract

This paper investigates the effects of curing conditions on a high-strength geopolymer material synthesized by activating different combinations of Class F fly ash (FA), ground-granulated blast-furnace (slag), and ultrafine fly ash (UFFA) with a unified mixture of D-grade sodium silicate (Na2SiO3) and 12-M sodium hydroxide (NaOH) solutions. The effect of ambient air and water curing on the strength properties, cumulative porosity, and microstructure of geopolymer mortar samples was evaluated at room temperature. Subsequently, the effects of two different sand-binder ratios, the amount of FA replacement with UFFA, and slag on the short-term mechanical properties and workability of geopolymer mixtures is also discussed. The results show that the geopolymer specimens cured in water possessed a higher total porosity in relation to the air-cured samples. Air curing resulted in additional polymerization and fewer microcracks were observed within the scanning electron microscope photographs, which led to an increased compressive strength. Moreover, the use of UFFA was observed to significantly improve the strength of FA-slag blended geopolymers, where reduced porosity and denser microstructure in FA geopolymers was observed with the inclusion of slag at higher quantities.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors are grateful for the research support provided by Australian Research Council under Grant DP160104557. The assistance provided by the concrete laboratory staff at Curtin University is duly appreciated. The authors also acknowledge the use of equipment and scientific and technical assistance of the Curtin University Electron Microscopy Facility, which has been partially funded by the university and state and commonwealth governments.

References

Ash Development Association of Australia. (2016). “Annual membership survey results, January–December 2015.” ⟨http://www.adaa.asn.au/uploads/default/files/adaa_mship_report_20162.pdf⟩ (Oct. 20, 2016).
ASTM. (2012). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” ASTM C618-12, West Conshohocken, PA.
ASTM. (2013a). “Standard test method for compressive strength of hydraulic cement mortars (using 50-mm cube specimens).” ASTM C109-13, West Conshohocken, PA.
ASTM. (2013b). “Standard test method for flow of hydraulic cement mortar.” ASTM C1437-13, West Conshohocken, PA.
ASTM. (2015). “Standard test method for relative density (specific gravity) and absorption of fine aggregate.” ASTM C128-15, West Conshohocken, PA.
Atiş, C. D., Görür, E. B., Karahan, O., Bilim, C., İlkentapar, S., and Luga, E. (2015). “Very high strength (120 MPa) Class F fly ash geopolymer mortar activated at different NaOH amount, heat curing temperature and heat curing duration.” Constr. Build. Mater., 96, 673–678.
Bakharev, T. (2006). “Thermal behaviour of geopolymers prepared using Class F fly ash and elevated temperature curing.” Cem. Concr. Res., 36(6), 1134–1147.
Bernal, S. A., Rodríguez, E. D., Mejía de Gutiérrez, R., and Provis, J. L. (2012). “Performance of alkali-activated slag mortars exposed to acids.” J. Sustainable Cem. Based Mater., 1(3), 138–151.
Chindaprasirt, P., Chareerat, T., Hatanaka, S., and Cao, T. (2011). “High-strength geopolymer using fine high-calcium fly ash.” J. Mater. Civ. Eng., 264–270.
Collins, F., and Sanjayan, J. G. (2001). “Microcracking and strength development of alkali activated slag concrete.” Cem. Concr. Compos., 23(4–5), 345–352.
Davidovits, J. (1988). “Soft mineralogy and geopolymers.” Proc., Geopolymer 88 Int. Conf., Universite de Technologie, Compiengne, France.
Davidovits, J. (1994). “High alkali cements for 21st century concretes.” Concrete technology: Past, present, and future, P. K. Mehta, ed., American Concrete Institute, Farmington Hills, MI, 383–397.
Deb, P. S., Nath, P., and Sarker, P. K. (2014). “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.” Mater. Des., 62, 32–39.
Deb, P. S., and Sarker, P. K. (2016). “Effects of ultrafine fly ash on setting, strength, and porosity of geopolymers cured at room temperature.” J. Mater. Civ. Eng., 06016021.
Fernández-Jiménez, A., Palomo, A., and Criado, M. (2005). “Microstructure development of alkali-activated fly ash cement: A descriptive model.” Cem. Concr. Res., 35(6), 1204–1209.
Giasuddin, H. M., Sanjayan, J. G., and Ranjith, P. G. (2013). “Strength of geopolymer cured in saline water in ambient conditions.” Fuel, 107, 34–39.
Ismail, I., Bernal, S. A., Provis, J. L., San Nicolas, R., Hamdan, S., and van Deventer, J. S. J. (2014). “Modification of phase evolution in alkali-activated blast furnace slag by the incorporation of fly ash.” Cem. Concr. Compos., 45, 125–135.
Jang, J. G., Lee, N. K., and Lee, H. K. (2014). “Fresh and hardened properties of alkali-activated fly ash/slag pastes with superplasticizers.” Constr. Build. Mater., 50, 169–176.
Khan, M. Z. N., Shaikh, F. U. A., Hao, Y., and Hao, H. (2016). “Synthesis of high strength ambient cured geopolymer composite by using low calcium fly ash.” Constr. Build. Mater., 125, 809–820.
Kumar, S., Kumar, R., Alex, T. C., Bandopadhyay, A., and Mehrotra, S. P. (2007). “Influence of reactivity of fly ash on geopolymerisation.” Adv. Appl. Ceram., 106(3), 120–127.
Kutti, T., and Malinowski, R. (1982). “Influence of the curing conditions on the flexural strength of alkali activated blast furnace slag mortar.” Nordic Concrete Federation, Oslo, Norway, 17.1–17.10.
Lee, W. K. W., and van Deventer, J. S. J. (2002). “The effects of inorganic salt contamination on the strength and durability of geopolymers.” Colloids Surf. A, 211(2–3), 115–126.
Lizcano, M., Gonzalez, A., Basu, S., Lozano, K., and Radovic, M. (2012). “Effects of water content and chemical composition on structural properties of alkaline activated metakaolin-based geopolymers.” J. Am. Ceram. Soc., 95(7), 2169–2177.
Luo, X., Xu, J., Bai, E., and Li, W. (2012). “Systematic study on the basic characteristics of alkali-activated slag-fly ash cementitious material system.” Constr. Build. Mater., 29, 482–486.
Mustafa Al Bakri, A., Kamarudin, H., Bnhussain, M., Rafiza, A., and Zarina, Y. (2012). “Effect of Na2SiO3/NaOH ratios and NaOH molarities on compressive strength of fly-ash-based geopolymer.” ACI Mater. J., 109(5), 503–508.
Nath, P., and Sarker, P. K. (2015). “Use of OPC to improve setting and early strength properties of low calcium fly ash geopolymer concrete cured at room temperature.” Cem. Concr. Compos., 55, 205–214.
Nematollahi, B., Sanjayan, J., and Shaikh, F. U. A. (2015). “Synthesis of heat and ambient cured one-part geopolymer mixes with different grades of sodium silicate.” Ceram. Int., 41(4), 5696–5704.
Olivia, M., and Nikraz, H. (2012). “Properties of fly ash geopolymer concrete designed by Taguchi method.” Mater. Des., 36, 191–198.
Pangdaeng, S., Phoo-ngernkham, T., Sata, V., and Chindaprasirt, P. (2014). “Influence of curing conditions on properties of high calcium fly ash geopolymer containing portland cement as additive.” Mater. Des., 53, 269–274.
Phoo-ngernkham, T., Maegawa, A., Mishima, N., Hatanaka, S., and Chindaprasirt, P. (2015). “Effects of sodium hydroxide and sodium silicate solutions on compressive and shear bond strengths of FA-GBFS geopolymer.” Constr. Build. Mater., 91, 1–8.
Phoo-ngernkham, T., Sata, V., Hanjitsuwan, S., Ridtirud, C., Hatanaka, S., and Chindaprasirt, P. (2016). “Compressive strength, bending and fracture characteristics of high calcium fly ash geopolymer mortar containing portland cement cured at ambient temperature.” Arabian J. Sci. Eng., 41(4), 1263–1271.
Puertas, F., Martínez-Ramírez, S., Alonso, S., and Vázquez, T. (2000). “Alkali-activated fly ash/slag cements: Strength behaviour and hydration products.” Cem. Concr. Res., 30(10), 1625–1632.
Puertas, F., Palacios, M., Manzano, H., Dolado, J. S., Rico, A., and Rodríguez, J. (2011). “A model for the C-A-S-H gel formed in alkali-activated slag cements.” J. Eur. Ceram. Soc., 31(12), 2043–2056.
Qureshi, M. N., and Ghosh, S. (2014). “Effect of silicate content on the properties of alkali-activated blast furnace slag paste.” Arabian J. Sci. Eng., 39(8), 5905–5916.
Rashad, A. M. (2014). “A comprehensive overview about the influence of different admixtures and additives on the properties of alkali-activated fly ash.” Mater. Des., 53, 1005–1025.
Ren, W., Xu, J., Liu, J., and Su, H. (2015). “Dynamic mechanical properties of geopolymer concrete after water immersion.” Ceram. Int., 41(9), 11852–11860.
Sarker, P. K., Haque, R., and Ramgolam, K. V. (2013). “Fracture behaviour of heat cured fly ash based geopolymer concrete.” Mater. Des., 44, 580–586.
Shaikh, F. U. A., and Supit, S. W. M. (2014). “Mechanical and durability properties of high volume fly ash (HVFA) concrete containing calcium carbonate (CaCO3) nanoparticles.” Constr. Build. Mater., 70, 309–321.
Subaer (2004). “Influence of aggregate on the microstructure of geopolymer.” Ph.D. thesis, Curtin Univ. of Technology, Perth, Australia.
Talling, B. (1989). “Effect of curing conditions on alkali-activated slags.” Proc., 3rd Int. Conf. on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, Vol. 518, American Concrete Institute, Farmington Hills, MI, 1485–1500.
Temuujin, J., Williams, R. P., and van Riessen, A. (2009). “Effect of mechanical activation of fly ash on the properties of geopolymer cured at ambient temperature.” J. Mater. Process. Technol., 209(12–13), 5276–5280.
van Riessen, A., and Chen-Tan, N. (2013). “Beneficiation of collie fly ash for synthesis of geopolymer. II: Geopolymers.” Fuel, 111, 829–835.
Wallah, S. E., and Rangan, B. V. (2006). “Low-calcium fly ash-based geopolymer concrete: Long-term properties.” Research Rep. GC 2, Curtin Univ. of Technology, Perth, Australia.
Wardhono, A., Law, D. W., and Molyneaux, T. C. (2015a). “Long term performance of alkali activated slag concrete.” J. Adv. Concr. Technol., 13(3), 187–192.
Wardhono, A., Law, D. W., and Strano, A. (2015b). “The strength of alkali-activated slag/fly ash mortar blends at ambient temperature.” Procedia Eng., 125, 650–656.
Zhang, M.-H., and Islam, J. (2012). “Use of nano-silica to reduce setting time and increase early strength of concretes with high volumes of fly ash or slag.” Constr. Build. Mater., 29, 573–580.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 2February 2018

History

Received: Oct 20, 2016
Accepted: Jun 28, 2017
Published online: Nov 22, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 22, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Musaad Zaheer Nazir Khan [email protected]
Ph.D. Student, Centre for Infrastructural Monitoring and Protection, Curtin Univ., Bentley, WA 6102, Australia. E-mail: [email protected]
Faiz Uddin Ahmed Shaikh, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, Curtin Univ., Bentley, WA 6102, Australia. E-mail: [email protected]
Yifei Hao, Ph.D. [email protected]
Professor, Key Laboratory of Coast Civil Structure Safety, Ministry of Education, Tianjin Univ., Tianjin 300072, China. E-mail: [email protected]
Hong Hao, Ph.D., F.ASCE [email protected]
John Curtin Distinguished Professor and Director, Centre of Infrastructural Monitoring Protection, Curtin Univ., Bentley, WA 6102, Australia (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share