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Monitoring hydration in lime-metakaolin composites using electrochemical impedance spectroscopy and nuclear magnetic resonance spectroscopy

Published online by Cambridge University Press:  27 February 2018

G. L. Pesce
Affiliation:
Department of Architecture and Civil Engineering, University of Bath, Bath UK
C. R. Bowen
Affiliation:
Department of Mechanical Engineering, University of Bath, Bath, UK
J. Rocha
Affiliation:
Department of Chemistry, CICECO, University of Aveiro, Aveiro, Portugal
M. Sardo
Affiliation:
Department of Chemistry, CICECO, University of Aveiro, Aveiro, Portugal
G. C. Allen
Affiliation:
Interface Analysis Centre, University of Bristol, Bristol, UK
P. J. Walker
Affiliation:
Department of Architecture and Civil Engineering, University of Bath, Bath UK
G. Denuault
Affiliation:
Department of Chemistry, University of Southampton, Southampton, UK
M. Serrapede
Affiliation:
Department of Chemistry, University of Southampton, Southampton, UK
R. J. Ball*
Affiliation:
Department of Architecture and Civil Engineering, University of Bath, Bath UK
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Abstract

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This paper describes a study of the hydraulic reactions between metakaolin (MK) and air lime using electrochemical impedance spectroscopy (EIS) and nuclear magnetic resonance spectroscopy (NMR). Tests were carried out at 20, 25 and 30°C on lime-MK pastes with 10:1 w/w ratio. Tests over 28 days allowed identification of relevant changes in the EIS signals and characterization of pastes using thermal analysis (TGA/DSC), scanning electron microscopy (SEM), mercury intrusion porosimetry (MIP) and uni-axial compressive tests. Tests over shorter periods of time (up to 42 h) allowed more detailed studies of the hydraulic phases formed at the very beginning of the reactions.

Results of thermal analyses demonstrate formation of hydraulic compounds such as CSH, C4AH13 and C3ASH6 and show their evolution over time. MIP analysis demonstrates changes in pore size distribution related to the formation and trasformation of hydraulic phases. Variations of impedance response with time are shown to be associated with reaction kinetics. Changes in the NMR signal within the first 42 h of reaction are shown to be associated with the dissolution of calcium hydroxide in the pore solution. Overall, this paper demonstrates the importance of NMR in the study of hydraulic reactions in lime based materials and the ability of EIS to detect the formation of hydraulic compounds and the end of the calcium hydroxide dissolution process.

Type
Research Article
Creative Commons
Creative Common License - CCCreative Common License - BY
Copyright © The Mineralogical Society of Great Britain and Ireland 2014 This is an Open Access article, distributed under the terms of the Creative Commons Attribution license. (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright
Copyright © The Mineralogical Society of Great Britain and Ireland 2014

Footnotes

Invited lecture given at the Cement and Concrete 2013 Conference in Portsmouth, September 2013

References

Aggelakopoulou, E., Bakolas, A. & Moropoulou, A. (2011) Properties of lime-metakolin mortars for the restoration of historic masonries. Applied Clay Science, 53, 1519.Google Scholar
Almond, D.P. & Bowen, C.R. (2004) Anomalous power law dispersions in ac conductivity and permittivity shown to be characteristics of microstructural electrical networks. Physical Review Letters, 92, 157601.CrossRefGoogle Scholar
Andersen, M.D., Jakobsen, H.J. & Skibsted, J. (2003) Incorporation of aluminum in the calcium silicate hydrate (c-s-h) of hydrated portland cements: A high-eld 27Al and 29Si MAS NMR investigation. Inorganic Chemistry, 42, 22802287.Google Scholar
Apih, T., Lahajnar, G., Sepe, A., Blinc, R., Milia, F., Cvelbar, R., Emri, I., Gusev, B. & Titova, L. (2001) Proton spin-lattice relaxation study of the hydration of self-stressed expansive cement. Cement and Concrete Research, 31, 263269.Google Scholar
Bakolas, A., Aggelakopoulou, E., Moropoulou, A. & Anagnostopoulou, S. (2006) Evaluation of pozzolanic activity and physicomechanical characteristics in metakaolin-lime pastes. Journal of Thermal Analysis and Calorimetry, 84, 157163.Google Scholar
Ball, R., Allen, G., Starrs, G. & McCarter, W. (2011) Impedance spectroscopy measurements to study physiochemical processes in lime-based composites. Applied Physics A, 105, 739751.Google Scholar
Ball, R.J., Pesce, G.L., Bowen, C.R. & Allen, G.C. (2012) Characterisation of lime/metakaolin paste using impedance spectroscopy. Pp. 487–494 in: Novel and Non-Conventional Materials and Technologies for Sustainability (Y. Xiao, Z. Li, R.Wang, B. Shan & K. Ghavami, editors). Key Engineering Materials, 517.Google Scholar
Beyea, S., Balcom, B., Bremner, T., Prado, P., Green, D., Armstrong, R. & Grattan-Bellew, P. (1998) Magnetic resonance imaging and moisture content proles of drying concrete. Cement and Concrete Research, 28, 453463.Google Scholar
Boguszynska, J., Brown, M.C., McDonald, P.J., Mitchell, J., Mulheron, M., Tritt-Goc, J. & Verganelakis, D.A. (2005) Magnetic resonance studies of cement based materials in inhomogeneous magnetic fields. Cement and Concrete Research, 35, 20332040.Google Scholar
Cabrera, J. & Rojas, M.F. (2001) Mechanism of hydration of the metakaolin-lime-water system. Cement and Concrete Research, 31, 177182.Google Scholar
Cano-Barrita, P.d.J., Marble, A., Balcom, B., Garcia, J., Masthikin, I., Thomas, M. & Bremner, T. (2009) Embedded NMR sensors to monitor evaporable water loss caused by hydration and drying in portland cement mortar. Cement and Concrete Research, 39, 324328.Google Scholar
Cong, X. & Kirkpatrick, R. (1996) 29Si and 17O NMR investigation of the structure of some crystalline calcium silicate hydrates. Advanced Cement Based Materials, 3, 133143.Google Scholar
Damidot, D. & Glasser, F. (1995) Investigation of the CaO-Al2O3-SiO2-H2O system at 25°C by thermodinamicd calculations. Cement and Concrete Research, 25, 2228.Google Scholar
Edwards, D. (2009) Sustainable Lime Mortars. PhD thesis, Interface Analysis Centre, University of Bristol, UK.Google Scholar
European Committe for Standardization (2010) Building lime. part 1: Denition, speciations and conformity criteria.Google Scholar
Frias, M. & Cabrera, J. (2000) Pore size distribution and degree of hydration of metakaolin-cement pastes. Cement and Concrete Research, 30, 561569.CrossRefGoogle Scholar
Frias, M., Martinez-Ramirez, S., Blasco, T. & Rodriguez, M.F. (2013) Evolution of mineralogical phases by 27Al and 29Si NMR in MK-Ca(OH)2 system cured at 60°C. Journal of the American Ceramic Society, 96, 23062310.Google Scholar
Khatib, J. & Wild, S. (1996) Pore size distribution of metakaolin paste. Cement and Concrete Research, 26, 15451553.Google Scholar
Liu, Q., Spears, D. & Liu, Q. (2001) MAS NMR study of surface-modified calcined kaolin. Applied Clay Science, 19, 8994.CrossRefGoogle Scholar
Martinez-Ramirez, S. & Frias, M. (2011) Micro-raman study of stable and metastable phases in metakaolin/ Ca(OH)2 system cured at 60°C. Applied Clay Science, 51, 283286.Google Scholar
Moropoulou, A., Bakolas, A. & Aggelakopoulou, E. (2004) Evaluation of pozzolanic activity of natural and articial pozzolans by thermal analysis. Thermochimica Acta, 420, 135140.Google Scholar
Morsy, M., Alsayed, S. & Salloum, Y. (2012) Development of eco-friendly binder using metakaolin- fly ash lime-anhydrous gypsum. Construction and Building Materials, 35, 772777.Google Scholar
Pesce, G. (2006) Optimization of the thermal activation of kaolin used as hydraulic additive for air lime. Influence of partial pressure of water on the reactivity of metakaolin. Ph.D Thesis, Department of Construction, Town Planning and Materials Engineering of the University of Genoa, Italy.Google Scholar
Pesce, G. & Ricci, R. (2008) The use of metakaolinite as a hydraulic agent of aerial lime plasters and mortars. the case study of Genoa (Italy). In: Proceedings of the 1st Historical Mortars Conference - HMC08 - Characterization, Diagnosis, Conservation, Repair and Compatibility. RILEM.Google Scholar
Rashad, A.M. (2013) Metakaolin as cementitious material: History, scours, production and composition. A comprehensive overview. Construction and Building Materials, 41, 303318.Google Scholar
Rocha, J. & Klinowski, J. (1990a) 29Si and 27Al Magic- Angle-Spinning NMR studies of the thermal transformation of kaolinite. Physics and Chemistry of Minerals, 17, 179186.Google Scholar
Rocha, J. & Klinowski, J. (1990b) Kaolinite as a Convenient Standard for Setting the Hartmann- Hahn Match for 29Si CP/MAS NMR of Silicates. Journal of Magnetic Resonance, 90, 567568.Google Scholar
Rojas, M.F. & de Roja, M.S. (2003) The effect of high curing temperature on the reaction kinetics in mk/ lime and mk-blended cement matrices at 60°C. Cement and Concrete Research, 33, 643649.Google Scholar
Zendri, E., Lucchini, V., Biscontin, G. & Morabito, Z.M. (2004) Interaction between clay and lime in cocciopesto mortars: a study by 29Si MAS spectroscopy. Applied Clay Science, 25, 17.Google Scholar