Kaolin-based geopolymers with various NaOH concentrations

C. Y. Heah , H. Kamarudin , A. M. Mustafa Al Bakri , M. Bnhussain , M. Luqman , I. Khairul Nizar , C. M. Ruzaidi , Y. M. Liew

International Journal of Minerals, Metallurgy, and Materials ›› 2013, Vol. 20 ›› Issue (3) : 313 -322.

PDF
International Journal of Minerals, Metallurgy, and Materials ›› 2013, Vol. 20 ›› Issue (3) : 313 -322. DOI: 10.1007/s12613-013-0729-0
Article

Kaolin-based geopolymers with various NaOH concentrations

Author information +
History +
PDF

Abstract

Kaolin geopolymers were produced by the alkali-activation of kaolin with an activator solution (a mixture of NaOH and sodium silicate solutions). The NaOH solution was prepared at a concentration of 6–14 mol/L and was mixed with the sodium silicate solution at a Na2SiO3/NaOH mass ratio of 0.24 to prepare an activator solution. The kaolin-to-activator solution mass ratio used was 0.80. This paper aimed to analyze the effect of NaOH concentration on the compressive strength of kaolin geopolymers at 80°C for 1, 2, and 3 d. Kaolin geopolymers were stable in water, and strength results showed that the kaolin binder had adequate compressive strength with 12 mol/L of NaOH concentration. When the NaOH concentration increased, the SiO2/Na2O decreased. The increased Na2O content enhanced the dissolution of kaolin as shown in X-ray diffraction (XRD) and Fourier transform infrared spectroscopy (FTIR) analyses. However, excess in this content was not beneficial for the strength development of kaolin geopolymers. In addition, there was the formation of more geopolymeric gel in 12 mol/L samples. The XRD pattern of the samples showed a higher amorphous content and a more geopolymer bonding existed as proved by FTIR analysis.

Keywords

geopolymers / kaolin / compressive strength / sodium hydroxide

Cite this article

Download citation ▾
C. Y. Heah, H. Kamarudin, A. M. Mustafa Al Bakri, M. Bnhussain, M. Luqman, I. Khairul Nizar, C. M. Ruzaidi, Y. M. Liew. Kaolin-based geopolymers with various NaOH concentrations. International Journal of Minerals, Metallurgy, and Materials, 2013, 20(3): 313-322 DOI:10.1007/s12613-013-0729-0

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Davidovits J. 30 years of successes and failures in geopolymer applications. Market trends and potential breakthroughs. Geopolymer 2002 Conference, Melbourne, 2002

[2]

Davidovits J. Mineral Polymers and Methods of Making Them, 1982

[3]

Duxson P, Fernández-Jiménez A, Provis JL, Lukey GC, van Deventer JSJ. Geopolymer technology: the current state of the art. J. Mater. Sci., 2007, 42, 2917.

[4]

Palomo A, Grutzeck MW, Blanco MT. Alkaliactivated fly ashes: a cement for the future. Cem. Concr. Res., 1999, 29, 1323.

[5]

Songpiriyakij S, Kubprasit T, Jaturapitakkul C, Chindaprasirt P. Compressive strength and degree of reaction of biomass- and fly ash-based geopolymer. Constr. Build. Mater., 2007, 24, 236.

[6]

Davidovits J. Geopolymer Chemistry and Application, 2008 2nd ed. Saint-Quentin, Institute Geopolymere

[7]

Xu H, van Deventer JSJ. Microstructural characterisation of geopolymers synthesised from kaolinite/stilbite mixtures using XRD, MAS-NMR, SEM/EDX, TEM/EDX, and HREM. Cem. Concr. Res., 2002, 32, 1705.

[8]

Komnitsas K, Zaharaki D. Geopolymerisation: a re view and prospects for the minerals industry. Miner. Eng., 2007, 20, 1261.

[9]

Xu H, van Deventer JSJ. Geopolymerisation of alumino-silicate minerals. Int. J. Miner. Process., 2000, 59, 247.

[10]

Heah CY, Kamarudin H, Mustafa Al Bakri AM, Luqman M, Khairul Nizar I, Liew YM. Potential application of kaolin without calcine as greener concrete: a review. Aust. J. Basic Appl. Sci., 2011, 5, 1026.

[11]

van Jaarsveld JGS, van Deventer JSJ, Lukey GC. The effect of composition and temperature on the properties of fly ash- and kaolinite-based geopolymers. Chem. Eng. J., 2002, 89, 63.

[12]

Guo XL, Shi HS, Dick WA. Compressive strength and microstructural characteristics of class C fly ash geopolymer. Cem. Concr. Compos., 2010, 32, 142.

[13]

Granizo ML, Varela MTB, Martínez-Ramírez S. Alkali activation of metakaolins: parameters affecting mechanical, structural and microstructural properties. J. Mater. Sci., 2007, 42, 2934.

[14]

Zuhua Z, Xiao Y, Huajun Z, Yue C. Role of water in the synthesis of calcined kaolin-based geopolymer. Appl. Clay Sci., 2009, 43, 218.

[15]

Khale D, Chaudhary R. Mechanism of geopolymerization and factors influencing its development: a review. J. Mater. Sci., 2007, 42, 729.

[16]

Álvarez-Ayuso E, Querol X, Plana F, Alastuey A, Moreno N, Izquierdo M, Font O, Moreno T, Diez S, Vázquez E, Barra M. Environmental, physical and structural characterisation of geopolymer matrixes synthesised from coal (co-)combustion fly ashes. J. Hazard. Mater., 2008, 154, 175.

[17]

Hardjito D, Wallah SE, Sumajouw DMJ, Rangan BV. Fly ash-based geopolymer concrete. Aust. J. Struct. Eng., 2005, 6, 1.

[18]

Wang HL, Li HH, Yan FY. Synthesis and mechanical properties of metakaolinite-based geopolymer. Colloids Surf. A, 2005, 268, 1.

[19]

ASTM C109/C109-05. Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2- in. or [50mm] Cube Specimens), 2008

[20]

BS EN 12390-7:2000. Testing Hardened Concrete. Density of Hardened Concrete, 2000, London, British Standards

[21]

Davidovits J. Geopolymers: inorganic polymeric new materials. J. Therm. Anal., 1991, 37, 1633.

[22]

Liew YM, Kamarudin H, Bakri AM M A, Luqman M, Nizar I K, Ruzaidi CM, Heah CY. Processing and characterization of calcined kaolin cement powder. Cons. Build. Mater., 2012, 30, 794.

[23]

Kong DLY, Sanjayan JG, Sagoe-Crentsil K. Comparative performance of geopolymers made with metakaolin and fly ash after exposure to elevated temperatures. Cem. Concr. Res., 2007, 37, 1583.

[24]

Sun W, Zhang YS, Lin W, Lin ZY. In situ monitoring of the hydration process of K-PS geopolymer cement with ESEM. Cem. Concr. Res., 2004, 34, 935.

[25]

Zhang YS, Sun W, Li ZJ. Composition design and microstructural characterization of calcined kaolin-based geopolymer cement. Appl. Clay Sci., 2010, 47, 271.

[26]

Cristóbal AGS, Castelló R, Luengo MAM, Vizcayno C. Zeolites prepared from calcined and mechanically modified kaolins: a comparative study. Appl. Clay Sci., 2010, 49, 239.

[27]

Varga G. The structure of kaolinite and metakaolinite. Epitoanyag, 2007, 59, 6.

[28]

Villa C, Pecina ET, Torres R, Gómez L. Geopolymer synthesis using alkaline activation of natural zeolite. Constr. Build. Mater., 2010, 24, 2084.

[29]

Lecomte I, Liégeois M, Rulmont A, Cloots R, Maseri F. Synthesis and characterization of new inorganic polymeric composites based on kaolin or white clay and on ground-granulated blast furnace slag. J. Mater. Res., 2003, 18, 2571.

[30]

Mohsen Q, Mostafa NY. Investigating the possiblity of utilizing low kaolinitic clays in production of geopolymer bricks. Ceram. Silik., 2010, 54, 160.

[31]

Treacy MMJ, Higgins JB. Collection of Simulated XRD Powder Patterns for Zeolites, 2001

[32]

Chandrasekhar S, Pramada PN. Investigation on the synthesis of zeolite NaX from Kerala Kaolin. J. Porous Mater., 1999, 6, 283.

[33]

Heller-Kallai L, Lapides I. Reactions of kaolinites and metakaolinites with NaOH-comparison of different samples (Part 1. Appl. Clay Sci., 2007, 35, 99.

[34]

Provis JL, Duxson P, Lukey GC, van Deventer JSJ. Modeling the formation of geopolymers. Department of Chemical and Biomolecular Engineering, 2006, Victoria, The University of Melbourne

[35]

Cheng TW, Chiu JP. Fire-resistant geopolymer produced by granulated blast furnace slag. Miner. Eng., 2003, 16, 205.

[36]

van Jaarsveld JGS. The physical and chemical characterisation of fly ash based geopolymers. Department of Chemical Engineering, 2000, Victoria, The University of Melbourne

[37]

Alonso S, Palomo A. Calorimetric study of alkaline activation of calcium hydroxide-metakaolin solid mixtures. Cem. Concr. Res., 2001, 31, 25.

AI Summary AI Mindmap
PDF

121

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/