Monika Kasina, Piotr R. Kowalski and Marek Michalik
Bodor, M., Santos, R. M., van Gerven, T., & Vlad, M. (2013). Recent developments and perspectives on the treatment of industrial wastes by mineral carbonation - a review. Central European Journal of Engineering, 3, 566-584. DOI: 10.2478/s13531-013-0115-8.
Chaurand, P., Rose, J., Domas, J., & Bottero, J-Y. (2006): Speciation of Cr and V within BOF steel slag reused in road construction. Journal of Geochemical Exploration, 88, 10-14.
Diener, S., Andreas, L., Herrmann, I., Ecke, H., & Lagerkvist, A
Andres Belda Revert, Klaartje De Weerdt, Ulla Hjorth Jakobsen and Mette Rica Geiker
1. Bertolini L, Elsener B, Pedeferri P, Redaelli E & Polder R: “Chapter 5: Carbonation-induced corrosion. Corrosion of steel in concrete,” Weinheim, Germany, Wiley-VCH Verlag GmbH & Co, 2013. pp. 79-91.
2. Harrison TA, Jones MR, Newlands MD, Kandasami S & Khanna G: “Experience of using the prTS 12390-12 accelerated carbonation test to assess the relative performance of concrete,” Magazine of Concrete Research , Vol. 64, 2012, pp.737-47.
3. Castellote M, Fernandez L, Andrade C & Alonso C: “Chemical changes and phase analysis of OPC
Dariusz Łydżba, Magdalena Rajczakowska, Damian Stefaniuk and Andrzej Kmita
 VILLAIN G., THEIRY M., PLATRET G., Measurement methods of carbonation profiles in concrete: thermogravimetry, chemical analysis and gammadensimetry, Cement and Concrete Research, 2007, Vol. 37, 1182-1192.
 LO Y., LEE H.M., Curing effects on carbonation of concrete using a phenolphthalein indicator and Fourier-transform infrared spectroscopy, Building and Environment, 2002, Vol. 37, 507-514.
 CHANG C.-F., CHEN J.-W., The experimental investigation of concrete carbonation depth, Cement and
 TEPLÝ B., CHROMÁ M. & ROVNANÍK P. Durability assessment of concrete structures: reinforcement depassivation due to carbonation. Structure and Infrastructure Engineering Vol. 6, Iss. 3, 2010
 KÖLIÖ A., PAKKALA A. T., ANNILA P. J., LAHDENSIVU J. & PENTTI M. Possibilities to validate design models for corrosion in carbonated concrete using condition assessment data. Engineering Structures 75:539–549, September 2014
 fib . fib Model Code for Concrete Structures 2010 . Lausanne: fib, 2013.
 IAEA. Guidebook on non
Finland: “Selection of concrete and service life design – guideline for construction designers”. Helsinki, The Concrete Association of Finland, BY 68, 2016, 95 p. (in Finnish)
9. Pentti, M., Huopainen, J., Lahdensivu J., Mäkelä, K. “Condition investigation of concrete facades and balconies in Jakomäki”. Tampere University of Technology, Research report 274, 1994, 93 p. (in Finnish)
10. Parrott L J: “A review of carbonation in reinforced concrete”. Cement and Concrete Association, Slough, UK, 1987, 42 p.
11. Huopainen J: “Carbonation of concrete facades
Grzegorz Tomaszewicz, Michalina Kotyczka-Morańska and Agnieszka Plis
–6922. DOI: 10.1021/ie901795e.
9. Manovic, V. & Anthony, E. (2008). Parametric Study on the CO 2 Capture Capacity of CaO-Based Sorbents in Looping Cycles. Energy & Fuels 22, 1851–1857. DOI: 10.1021/ef800011z.
10. Bouquet, E., Leyssens, G., Schönnenbeck, C. & Gilot, P. (2009). The decrease of carbonation efficiency of CaO along calcination–carbonation cycles: Experiments and modelling. Chem. Eng. Sci. 64, 2136–2146. DOI: 10.1016/j.ces.2009.01.045.
11. Hughes, R., Lu, D., Anthony, E. & Wu, Y. (2004). Improved long-term conversion of limestone
 F. Radomir, “Durability Design of Concrete Structures - part 1: analysis fundamentals,” Facta universitatis - series: Architecture and Civil Engineering, 2009, vol. 7, no. 1, pp. 1-18. http://dx.doi.org/10.2298/FUACE0901001F
 A. Badaoui, M. Badaoui, F. Kharchi, “Probabilistic Analysis of Reinforced Concrete Carbonation Depth,” Materials Sciences and Applications, vol. 4. pp. 205-215, 2013. http://dx.doi.org/10.4236/msa.2013.43A025
 “Cement Concrete & Aggregate Australia. Chloride Resistance
., Hirama, T., Hosoda, H., Kitano, K., Inagaki, M., Tejima, K. (1999). A twin fluid-bed reactor for removal of CO 2 from combustion processes. Chem. Eng. Res. Des. 77, 62–68. DOI: 10.1205/026387699525882.
7. Bhatia, S.K. & Perlmutter, D.D. (1983). Effect of the product layer on the kinetics of the CO 2 -lime reaction, AIChE J. 29, 79–86. DOI: 10.1002/aic.690290111.
8. Khoshandam, B., Kumar, R.V. & Allahgholi, L. (2010) Mathematical modeling of CO 2 removal using carbonation with CaO: The grain model. Kor. J. Chem. Eng. 27, 766–776. DOI: 10.1007/s11814
Shi Sheng, Zhang Meiling, Zhang Suying, Hou Wensheng and Yan Zhifeng
To study the hydrothermal behavior of cotton fiber, the carbonization process and structural evolution of discarded or waste cotton fiber (WCF) under hydrothermal conditions were investigated using microcrystalline cellulose (MCC), and glucose was used as a model compound. Results showed that high temperature was beneficial for the hydrolysis of discarded cotton fiber, and the yield of sugar was 4.5%, which was lower than that of MCC (6.51%). WCF and MCC were carbonized at 240–~260°C and 220–~240°C, respectively, whereas the carbonization temperature of glucose was lower than 220°C. The C/O ratios of WCF and glucose hydrothermal products were 5.79 and 5.85, respectively. The three kinds of hydrothermal carbonization products had similar crystal structures and oxygen-containing functional groups. The carbonized products of WCF contained many irregular particles, while the main products of glucose carbonization were 0.5-mm-sized carbon microspheres (CMSs). Results showed that glucose was an important intermediate in WCF carbonization and that there were two main pathways of hydrothermal carbonization of cotton fibers: some cotton fibers were completely hydrolyzed into glucose accompanied by nucleation and then the growth of CMSs. For the other part, the glucose ring of the oligosaccharide, formed by the incomplete hydrolysis of cotton fibers under hydrothermal conditions of high temperature and pressure, breaks and then forms particulate matter.
Research & Development, Aalborg, Denmark, August 2017, pp. 119-122
19. Belda Revert, A., K. De Weerdt, K. Hornbostel, and M.R. Geiker: “Carbonation-induced Corrosion: Investigation of the Corrosion Onset,” Construction and Building Materials , Vol. 162, February 2018, pp. 847-856.