Changes in the phase assemblage of concrete exposed to sea water
Source abstract
Abstract
Abstract In the present study the phase changes in an ordinary concrete standing for 10 years in a tidal zone were investigated with a range of techniques. From the exposed surface and inwards different zones had formed. SEM–EDS analysis of a polished section of the surface near region, showed a Mg rich layer with a thickness of 10–20 μm, as well as the filling of cracks leading from the surface with a Mg rich phase, most likely brucite. In the outermost 2 mm, an increase in the calcium carbonate content was identified by XRD and TGA. In the same zone SEM–EDS analyses indicated enrichment in ettringite and thaumasite. In the first 20 mm calcium hydroxide leaching was observed using XRD and TGA. Chlorides appeared to have penetrated up to approx. 70 mm from the surface. Part of the chlorides were found to be bound in alumina containing phases and in the C–S–H by SEM–EDS. These experimentally observed phase changes generally agreed with the predictions of a thermodynamic model.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Concrete and Cement Materials Research · Magnesium Oxide Properties and Applications · Nuclear materials and radiation effects
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (25)
Show source-provided references
1. Mather B. Effects of sea water on concrete. Highway Research Record: Highway Research Board; 1964. p. 33–42.
2. Mehta · 1990
3. Baron J, Ollivier JP. La durabilité des bétons: Presses de l’École Nationale des Ponts et Chaussées; 1992.
4. Santhanam M. Magnesium attack in marine environments. RILEM TC211-PAE concrete durability: aspects of degradation in aggressive aqueous environments; 2011. p. 14–20.
5. Resistance of concrete to destructive agencies
6. The development and stability of surface layers on concrete exposed to sea-water10.1016/0008-8846(86)90046-3 ↗
7. The occurrence of thaumasite as a product of seawater attack10.1016/S0958-9465(03)00128-8 ↗
8. Juel · 2002
9. Preparation of flat-polished specimens for SEM-backscattered electron imaging and X-ray microanalysis—importance of epoxy impregnation10.1016/S0008-8846(02)01029-3 ↗
10. Cement, mortar and cement-based repair materials: chloride migration coefficient from non-steady-state migration experiments
11. Basett · 1978
12. Kulik · 2010
13. Thoenen · 2003
14. Hummel W, Berner U, Curti E, Pearson FJ, Thoenen T. Nagra/PSI chemical thermodynamic data base 01/01. Universal Publishers/uPUBLISH.com, USA also published as Nagra Tehcnical Report NTB 02-16, Wettingen, Switzerland; 2002.10.1524/ract.2002.90.9-11_2002.805 ↗
15. Thermodynamic modelling of the hydration of Portland cement10.1016/j.cemconres.2005.03.001 ↗
16. Thermodynamic properties of Portland cement hydrates in the system CaO–Al2O3–SiO2–CaSO4–CaCO3–H2O10.1016/j.cemconres.2007.06.002 ↗
17. Thermodynamic modelling of the effect of temperature on the hydration and porosity of Portland cement10.1016/j.cemconres.2007.08.017 ↗
18. Impact of chloride on the mineralogy of hydrated Portland cement systems10.1016/j.cemconres.2010.03.002 ↗
19. Iron in carbonate containing AFm phases10.1016/j.cemconres.2010.11.017 ↗
20. Chloride resistance of concrete and its binding capacity – comparison between experimental results and thermodynamic modeling10.1016/j.cemconcomp.2009.08.001 ↗
21. Hydration mechanisms of ternary Portland cements containing limestone powder and fly ash10.1016/j.cemconres.2010.11.014 ↗
22. Chloride ingress profiles measured by electron probe micro analysis10.1016/S0008-8846(96)00158-5 ↗
23. Luping T. Estimation of cement/binder profile parallel to the determination of chloride profile in concrete NORDTEST project No.1581-02. SP Swedish National Testing and Research Institute; 2003.
24. Justnes H, Geiker MR. A critical view on service life predictions based on chloride induced corrosion. In: 2nd International conference on micro durability “Microstructure related durability of cementitious composites”. Amsterdam; 2012.
25. Justnes H. Utvikling av miljøvennlig korrosjonsinhibitor basert på kalsiumnitrat. Del 2: Betong. Aktivitet 2a: Støping og instrumentering av veggelementer. Trondheim: SINTEF Bygg og miljø-Sement og betong; 2002.