Quantification of Microstructural Changes in Limestone Cement Paste Stored in Sulfate Environment at Low Temperature

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Abstract:

Portland-limestone cement paste specimens were stored in magnesium sulfate solution at 5°C for 6 months; the occurring microstructural changes have been monitored on a monthly basis. Extent of deterioration was quantitatively assessed with different techniques. The X-ray micro-computed tomography was employed to describe non-invasively the pore structure and extend of deterioration. X-ray powder diffraction and infrared spectroscopy were used to characterize the phase changes occurred in the course of the sulfate attack. Compressive strength tests reflected the effect of the process on mechanical performance. The results indicate the rapid degradation of the system, owing, mainly, to crack formation, expansion, and finally loss of cohesion between the deteriorated parts of the specimens and the sound cement matrix, as a consequence of the formation of new phases. The progress of an irregular deterioration front was observed. The presence of complex phases (thaumasite, ettringite) was proved, however, the deteriorated parts of the specimens mostly consisted of gypsum.

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Periodical:

Solid State Phenomena (Volume 309)

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3-7

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Online since:

August 2020

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[1] CEN (European Committee for Standardization). EN 197-1:2011, EN/TC 51/WG-6.

Google Scholar

[2] S. Tsivilis, G. Batis, E. Chaniotakis, G. Grigoriadis, D. Theodossis, Properties and behavior of limestone cement concrete and mortar, Cem. Concr. Res. 30 (2000) 1679-1683.

DOI: 10.1016/s0008-8846(00)00372-0

Google Scholar

[3] N.J. Crammond, The thaumasite form of sulfate attack in the UK, Cem. Concr. Compos. 25 (2003) 809-818.

DOI: 10.1016/s0958-9465(03)00106-9

Google Scholar

[4] C. Shi, D. Wang, A. Benhood, Review of thaumasite sulfate attack on cement mortar and concrete, J. Mater. Civ. Eng. 24 (2012) 1450–1460.

DOI: 10.1061/(asce)mt.1943-5533.0000530

Google Scholar

[5] J.A. Bickley, The repair of Arctic structures damaged by thaumasite, Cem. Concr. Compos. 21 (1999) 155–158.

DOI: 10.1016/s0958-9465(98)00045-6

Google Scholar

[6] S. Sahu, S. Badger, N. Thaulow, Evidence of thaumasite formation in Southern California concrete, Cem. Concr. Compos. 24 (2002) 379–384.

DOI: 10.1016/s0958-9465(01)00090-7

Google Scholar

[7] Y. Yang, Y. Zhang, W. She, N. Liu, Zh. Liu, In situ observing the erosion process of cement pastes exposed to different sulfate solutions with X-ray computed tomography, Constr. Build. Mater. 176 (2018) 556–565.

DOI: 10.1016/j.conbuildmat.2018.05.093

Google Scholar

[8] X. Ma, O. Çopuroğlu, E. Schlangen, N. Han, F. Xing, Expansion and degradation of cement paste in sodium sulfate solutions, Constr. Build. Mater. 158 (2018) 410–422.

DOI: 10.1016/j.conbuildmat.2017.10.026

Google Scholar

[9] M. Horgnies, J.J. Chen, C. Bouillon, Overview about the use of Fourier transform infrared spectroscopy to study cementitious materials, WIT Trans. Eng. Sci. 77 (2013) 251-262.

DOI: 10.2495/mc130221

Google Scholar

[10] T.L. Hughes, C.M. Methven, T.G.J. Jones, S.E. Pelham, P. Fletcher, C. Hall, Determining cement composition by Fourier transform infrared spectroscopy, Advn. Cem. Bas. Mat. 2 (1995) 91-104.

DOI: 10.1016/1065-7355(94)00031-x

Google Scholar

[11] E. Scholtzová, L. Kucková, J. Kožíšek, H. Pálková, D. Tunega, Experimental and computational study of thaumasite structure, Cem. Concr. Res. 59 (2014) 66-72.

DOI: 10.1016/j.cemconres.2014.02.002

Google Scholar