Chloride Diffusion Models for Type V and Silica Fume Cement Concretes

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Chloride Diffusion Models for Type V and Silica Fume Cement Concretes

Author(s): M. M. Al-Zahrani, K. A. Alawi Al-Sodani, M. Maslehuddin, O. S. Baghabra Al-Amoudi, and S. U. Al-Dulaijan

Publication: Materials Journal

Volume: 117

Issue: 3

Appears on pages(s): 11-20

Keywords: activation energy; coefficient of chloride diffusion; exposure temperature; field and laboratory exposure; silica fume; tidal zone; Type V cement

DOI: 10.14359/51724589

Date: 5/1/2020

Abstract:
One of several methods used to minimize reinforcement corrosion is the use of service-life prediction models to calculate mixture design and construction variables for the desired service life of a structure. Although several models are available for this purpose, very few incorporate the effect of environmental temperature on chloride diffusion. Moreover, most of the earlier studies were conducted under laboratory conditions and they are not based on actual field data. In the reported study, chloride diffusion in Type V and silica fume cement concretes was evaluated under laboratory and field conditions. Large-size concrete specimens were exposed in the tidal zone of a marine exposure site for 1, 2, 5, and 10 years while the laboratory specimens were exposed to a chloride solution maintained at 22, 35, 50, and 60°C (71.6, 95, 122, and 140°F) for 1 year. The coefficient of chloride diffusion (Da) for Type V cement concrete specimens placed in the field was noted to be much more than that of silica fume cement concrete specimens at all exposure periods. However, the Da for both Type V and silica fume cement concrete specimens decreased by 1.3 to 3 times with increasing period of exposure. The Da for the laboratory concrete specimens increased by 2.2 to 3.8 times as the exposure temperature was increased from 22 to 60°C (71.6 to 140°F). Furthermore, the Da for Type V cement concrete specimens was 2.9 to 5 times more than that of silica fume cement concrete specimens. Empirical models correlating the field and laboratory data were developed. These models could be useful for calculating the Da for field conditions from the laboratory data.

Related References:

1. Allampallewar, S. B., and Srividya, A., “Corrosion Performance of Reinforced Concrete Member Along Indian Coasts: Effect of Temperature & Relative Humidity,” International Journal of Performability Engineering, V. 4, No. 3, 2008, p. 285

2. Yuan, Q.; Shi, C.; De Schutter, G.; and Audenaert, K., “Effect of Temperature on Transport of Chloride Ions in Concrete,” Concrete Repair, Rehabilitation and Retrofitting II, 2008, pp. 159-160.

3. Caré, S., “Effect of Temperature on Porosity and on Chloride Diffusion in Cement Pastes,” Construction and Building Materials, V. 22, No. 7, 2008, pp. 1560-1573. doi: 10.1016/j.conbuildmat.2007.03.018

4. Nguyen, T. S.; Lorente, S.; and Carcasses, M., “Effect of the Environment Temperature on the Chloride Diffusion through CEM-I And CEM-V Mortars: An Experimental Study,” Construction and Building Materials, V. 23, No. 2, 2009, pp. 795-803. doi: 10.1016/j.conbuildmat.2008.03.004

5. Nguyen, T. S.; Lorente, S.; and Carcasses, M., “The Influence of Temperature Levels on Chloride Diffusion through Mortar,” Advances in Cement Research, V. 19, No. 1, 2007, pp. 17-24. doi: 10.1680/adcr.2007.19.1.17

6. Samson, E., and Marchand, J., “Modeling the Effect of Temperature on Ionic Transport in Cementitious Materials,” Cement and Concrete Research, V. 37, No. 3, 2007, pp. 455-468. doi: 10.1016/j.cemconres.2006.11.008

7. Yildirim, H.; Ilica, T.; and Sengul, O., “Effect of Cement Type on the Resistance of Concrete against Chloride Penetration,” Construction and Building Materials, V. 25, No. 3, 2011, pp. 1282-1288. doi: 10.1016/j.conbuildmat.2010.09.023

8. Huiguang, Y.; Yan, L.; Henglin, L.; and Quan, G., “Durability of Sea-Sand Containing Concrete: Effects of Chloride Ion Penetration,” Mining Science and Technology (China), V. 21, No. 1, 2011, pp. 123-127. doi: 10.1016/j.mstc.2010.07.003

9. Dehghanian, C., and Arjemandi, M., “Influence of Slag Blended Cement Concrete on Chloride Diffusion Rate,” Cement and Concrete Research, V. 27, No. 6, 1997, pp. 937-945. doi: 10.1016/S0008-8846(97)00064-1

10. Zhang, T., and Gjørv, O. E., “Diffusion Behavior of Chloride Ions in Concrete,” Cement and Concrete Research, V. 26, No. 6, 1996, pp. 907-917. doi: 10.1016/0008-8846(96)00069-5

11. Isteita, M., and Xi, Y., “The Effect of Temperature Variation on Chloride Penetration in Concrete,” Construction and Building Materials, V. 156, 2017, pp. 73-82. doi: 10.1016/j.conbuildmat.2017.08.139

12. Dousti, A.; Rashetnia, R.; Ahmadi, B.; and Shekarchi, M., “Influence of Exposure Temperature on Chloride Diffusion in Concretes Incorporating Silica Fume or Natural Zeolite,” Construction and Building Materials, V. 49, 2013, pp. 393-399. doi: 10.1016/j.conbuildmat.2013.08.086

13. Lindvall, A., “Chloride Ingress Data from Field and Laboratory Exposure–Influence of Salinity and Temperature,” Cement and Concrete Composites, V. 29, No. 2, 2007, pp. 88-93. doi: 10.1016/j.cemconcomp.2006.08.004

14. Sharif, A.; Azad, A. K.; Navaz, C. M.; and Loughlin, K. M., “Chloride Diffusion Coefficient of Concrete in the Arabian Gulf Environment,” Arabian Journal for Science and Engineering, V. 22, No. 2, 1997, pp. 169-182.

15. Malikakkal, N. C., “Chloride Diffusion in Concrete/Prediction of the Onset of Corrosion in Reinforced Concrete Structures,” 1994.

16. Fick, D. A., “V. On Liquid Diffusion,” The London, Edinburgh and Dublin Philosophical Magazine and Journal of Science, V. 10, No. 63, 1855, pp. 30-39. doi: 10.1080/14786445508641925

17. Thomas, M. D. A., and Bamforth, P. B., “Modelling Chloride Diffusion in Concrete: Effect of Fly Ash and Slag,” Cement and Concrete Research, V. 29, No. 4, 1999, pp. 487-495. doi: 10.1016/S0008-8846(98)00192-6

18. Mangat, P. S., and Molloy, B. T., “Prediction of Long Term Chloride Concentration in Concrete,” Materials and Structures, V. 27, No. 6, 1994, pp. 338-346. doi: 10.1007/BF02473426

19. Maage, M.; Helland, S.; and Carlsen, J. E., “Practical Non-Steady State Chloride Transport as a Part of a Model for Predicting the Initiation Period,” Chloride Penetration into Concrete, RILEM, 1995, pp. 398-406.

20. Nokken, M.; Boddy, A.; Hooton, R. D.; and Thomas, M. D. A., “Time Dependent Diffusion in Concrete—Three Laboratory Studies,” Cement and Concrete Research, V. 36, No. 1, 2006, pp. 200-207. doi: 10.1016/j.cemconres.2004.03.030

21. Bentz, D. P.; Garboczi, E. J.; and Lagergren, E. S., “Multi-Scale Microstructural Modeling of Concrete Diffusivity: Identification of Significant Varibles,” Cement, Concrete and Aggregates, V. 20, No. 1, 1998, pp. 129-139. doi: 10.1520/CCA10446J

22. Sun, Y.-M.; Liang, M.-T.; and Chang, T.-P., “Time/Depth Dependent Diffusion and Chemical Reaction Model of Chloride Transportation in Concrete,” Applied Mathematical Modelling, V. 36, No. 3, 2012, pp. 1114-1122. doi: 10.1016/j.apm.2011.07.053

23. Lindvall, A., “Environmental Actions and Response-Reinforced Concrete Structures Exposed in Road and Marine Environments,” thesis, Chalmers University of Technology, Gothenburg, Sweden, 2001.

24. Morcillo, M.; Chico, B.; Mariaca, L.; and Otero, E., “Salinity in Marine Atmospheric Corrosion: Its Dependence on the Wind Regime Existing in the Site,” Corrosion Science, V. 42, No. 1, 2000, pp. 91-104. doi: 10.1016/S0010-938X(99)00048-7

25. Ogirigbo, O. R., and Black, L., “Chloride Binding and Diffusion in Slag Blends: Influence of Slag Composition and Temperature,” Construction and Building Materials, V. 149, 2017, pp. 816-825. doi: 10.1016/j.conbuildmat.2017.05.184

26. Jiang, P.; Jiang, L.; Zha, J.; and Song, Z., “Influence of Temperature History on Chloride Diffusion in High Volume Fly Ash Concrete,” Construction and Building Materials, V. 144, 2017, pp. 677-685. doi: 10.1016/j.conbuildmat.2017.03.225

27. Titi, H. H., and Tabatabai, H., “Effect of Coarse Aggregate Type on Chloride Ion Penetration in Concrete,” Construction and Building Materials, V. 162, 2018, pp. 871-880. doi: 10.1016/j.conbuildmat.2018.01.090

28. Bao, J., and Wang, L., “Combined Effect of Water and Sustained Compressive Loading on Chloride Penetration Into Concrete,” Construction and Building Materials, V. 156, 2017, pp. 708-718. doi: 10.1016/j.conbuildmat.2017.09.018

29. ASTM C1556-11a(2016), “Standard Test Method for Determining the Apparent Chloride Diffusion Coefficient of Cementitious Mixtures by Bulk Diffusion,” ASTM International, West Conshohocken, PA, 2016, 7 pp.

30. NT Build 443, “Concrete, Hardened: Accelerated Chloride Penetration,” Nordtest, Taastrup, Denmark, 1995.

31. Arya, C.; Buenfeld, N. R.; and Newman, J. B., “Factors Influencing Chloride-Binding in Concrete,” Cement and Concrete Research, V. 20, No. 2, 1990, pp. 291-300. doi: 10.1016/0008-8846(90)90083-A

32. Lessard, M.; Sarkar, S. L.; and Ksinsik, D. W., “Long-Term Behavior of Silica Fume Concrete,” Concrete International, V. 14, No. 4, Apr. 1992, pp. 25-30.

33. Moukwa, M., “Penetration of Chloride Ions from Sea Water Into Mortars under Different Exposure Conditions,” Cement and Concrete Research, V. 19, No. 6, 1989, pp. 894-904. doi: 10.1016/0008-8846(89)90102-6

34. Wolfram Research, “Mathematica,” 2018.

35. Otsuki, N.; Madlangbayan, M. S.; Nishida, T.; Saito, T.; and Baccay, M. A., “Temperature Dependency of Chloride Induced Corrosion in Concrete,” Journal of Advanced Concrete Technology, V. 7, No. 1, 2009, pp. 41-50. doi: 10.3151/jact.7.41

36. Page, C.; Short, N. R.; and El Tarras, A., “Diffusion of Chloride Ions in Hardened Cement Pastes,” Cement and Concrete Research, V. 11, No. 3, 1981, pp. 395-406. doi: 10.1016/0008-8846(81)90111-3

37. Goto, S., and Roy, D. M., “Diffusion of Ions tThrough Hardened Cement Pastes,” Cement and Concrete Research, V. 11, No. 5-6, 1981, pp. 751-757. doi: 10.1016/0008-8846(81)90033-8

38. Alawi Al-Sodani, K. A., “Development of Models for Chloride Diffusion under Field and Laboratory Conditions,” King Fahd University of Petroleum and Minerals, Dharan, Saudi Arabia, 2018.


ALSO AVAILABLE IN:

Electronic Materials Journal



  

Edit Module Settings to define Page Content Reviewer