journal article·2010-01

The geochemical features of the interfacial transition zone

A. Hussin, C. Poole

Advances in Cement Research· Volume 22· Issue 1
Publisher page

Abstract

The interfacial transition zone (ITZ) is basically a multilayer contact zone on aggregate and is known as the weakest link, influencing both the mechanical properties and durability of concrete. The nature and mechanisms of establishment of the ITZ in concrete have been given great coverage by previous researchers. However, knowledge about the geochemical features of mineral genesis in the ITZ is still inadequate. The purpose of this paper is to document the consequences of aggregate variation on the geochemical features of the ITZ. Additionally, ITZ geochemistry is discussed as a function of the aggregate, including analytical evidence of microchemistry characterisation in the vicinity of the ITZ for normal-strength concrete. The analysis indicates that the granitic and limestone ITZs studied act as dynamic substances that facilitate ionic diffusion during the hydration process. Both types of ITZ show some degree of variation in Si4+ and Ca2+ distribution. The atomic ratio of specific elements in the hydration products also revealed a significant difference between the granitic and limestone ITZs.
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Research context

OpenAlex topics: Concrete and Cement Materials Research · Magnesium Oxide Properties and Applications · Concrete Properties and Behavior

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Universiti Kebangsaan Malaysia; University of Leeds

References (24)

Show source-provided references
1. Al-Belbol SM , Buenfeld NR , Roberts LR , Skalny JP . Pore Structure and Permeability of Cementitious Materials, 1989, Materials Research Society, Warrendale, PA, 83–89.
2. Azimah H . Mineralogy and Geochemistry of Rock Aggregates and their Relation to the Interfacial Transition Zone (ITZ) in Concrete. PhD thesis, 2007, University of Leeds.
3. 10.1016/0008-8846(78)90012-110.1016/0008-8846(78)90012-1 ↗
4. 10.1016/0008-8846(93)90099-U10.1016/0008-8846(93)90099-U ↗
5. 10.1016/S0375-6742(97)00034-410.1016/S0375-6742(97)00034-4 ↗
6. 10.1680/macr.1998.50.4.33910.1680/macr.1998.50.4.339 ↗
7. Cwirzen A · Cement and Concrete Research · 2004 · 35 · 67110.1016/j.cemconres.2004.06.009 ↗
8. 10.1016/S1065-7355(96)00008-910.1016/S1065-7355(96)00008-9 ↗
9. 10.1016/S0008-8846(02)00808-610.1016/S0008-8846(02)00808-6 ↗
10. 10.1016/S0008-8846(99)00131-310.1016/S0008-8846(99)00131-3 ↗
11. 10.1111/j.1151-2916.1980.tb10210.x10.1111/j.1151-2916.1980.tb10210.x ↗
12. 10.1016/0008-8846(90)90037-X10.1016/0008-8846(90)90037-X ↗
13. Maso JC · Proceedings of the 7th International Congress on Chemistry of Cement, Paris · 1980 · 2 · 3/1
14. 10.1016/0008-8846(86)90075-X10.1016/0008-8846(86)90075-X ↗
15. 10.1016/0008-8846(85)90084-510.1016/0008-8846(85)90084-5 ↗
16. Ollivier JP · 3 · A14
17. 10.4028/www.scientific.net/KEM.249.40110.4028/www.scientific.net/KEM.249.401 ↗
18. 10.1016/S0008-8846(98)00067-210.1016/S0008-8846(98)00067-2 ↗
19. 10.1016/S0008-8846(99)00086-110.1016/S0008-8846(99)00086-1 ↗
20. 10.1016/0008-8846(84)90134-010.1016/0008-8846(84)90134-0 ↗
21. Tommy YL · Material Research Innovation · 2005 · 9 · 242
22. 10.1016/S0254-0584(03)00112-310.1016/S0254-0584(03)00112-3 ↗
23. 10.1016/0008-8846(90)90103-510.1016/0008-8846(90)90103-5 ↗
24. 10.1016/0008-8846(85)90146-210.1016/0008-8846(85)90146-2 ↗