Determination of Time Dependent Diffusion Coefficient Aging Factor of HPC Mixtures

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This study investigates computation and distribution of the diffusion coefficient using fundamentals of electrochemistry for various concrete mixtures. The instrument utilized is a bulk conductivity meter which provides the bulk conductivity data for computation of the diffusion coefficient. Thirty three mixtures are investigated, where majority of them are ternary mixtures along with Ordinary Portland Cement (OPC) and binary mixtures. They are categorized in several groups based on the supplementary cementitious material (SCM) as a second component in ternary and binary based concrete mixtures. The variation and distribution of the diffusion coefficient in individual group is investigated from 7 days to 161 days. In addition, a new methodology is proposed to determine the aging factor of the diffusion coefficient of each concrete mixture. Aging of concrete is related to chloride ingress which leads to significant decrease of the diffusion coefficient with time. If this effect is not taken into account, considerable questions can be raised while predicting reliable and accurate service life of reinforced concrete structures. Further, aging factor is validated using a statistical analysis method based on published literature of Fisher Test permutation approach. Results show that diffusion coefficient in each group varies significantly and the addition of SCM and its varying replacement level influences the reduction of the diffusion coefficient remarkably over extended time period. Overall, this study could provide promising options for computation of the diffusion coefficient and its aging factor in light to its ease of measurement and shorter amount of time than conventional RCPT and other long term migration tests.

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11-20

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February 2020

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© 2020 Trans Tech Publications Ltd. All Rights Reserved

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[1] A.K Azad, A.M. Sharif, M. Navaz and K.F. Loughlin, Arab J Sci Eng 22 (1997) 169–182.

Google Scholar

[2] M. Nokken, A. Boddy, R.D. Hooton, and M.D.A. Thomas, Cement and Concrete Res 36(1) (2006) 200–207.

DOI: 10.1016/j.cemconres.2004.03.030

Google Scholar

[3] T. Sugiyama, Y. Tsuji, and T. W. Bremner, Mag Concrete Res 53(1) (2001) 13–24.

Google Scholar

[4] D. Whiting, Public Roads, 45(3) (1981) 101–112.

Google Scholar

[5] K. Snyder, C. Ferraris, N.S. Martys, and E.J, Garboczi, Journal of NIST 105 (4) (2000) 497–509.

Google Scholar

[6] M.T. Nokken, and R.D. Hooton, Concrete International, 28(10) (2006) 61–66.

Google Scholar

[7] D.P. Bentz, A Virtual Rapid Chloride Permeability Test, Cement Concrete Comp 29(10) (2007) 723–731.

DOI: 10.1016/j.cemconcomp.2007.06.006

Google Scholar

[8] P.J. Icenogle, and T. D. Rupnow, Development of a Precision Statement for Concrete Surface Resistivity, 92nd TRB Annual Meeting, 12-1078, Washngton D.C., Jan-23-26, (2012).

Google Scholar

[9] C. Shi, Cement Concrete Res, 34 (2004) 537–545.

Google Scholar

[10] M.K. Smith, J.S. Andrea, and P.J. Tikalsky, ACI Mater J 101(5) (2004) 385-390.

Google Scholar

[11] P. Tikalsky, P. Taylor, S. Hanson, and P. Ghosh, Development of Performance Properties of Ternary Mixtures: Laboratory Study on Concrete, Phase II report of National Concrete Pavement Technology Center. Iowa State University, Ames, IA, July (2011).

Google Scholar

[12] P. B. Bamforth, Mag of Concrete Res, 51(2) (1999) 87–96.

Google Scholar

[13] M. Maage, S. Helland, E. Poulsen, O. Vennesland, and J.E. Carlsen. ACI Mater J 93 (6) (1996) 602-608.

Google Scholar

[14] P.S. Mangat, and B.T. Molloy, Mater and Struc 27 (1994) 338–346.

Google Scholar

[15] M. D.A. Thomas, and E. C. Bentz, Life-365 Computer Program for Predicting the Service Life and Life-cycle Costs of Reinforced Concrete Exposed to Chlorides, American Concrete Institute, Committee 365, (2000).

Google Scholar

[16] AASHTO TP95-11, Standard Method of Test for Surface Resistivity Indication of Concrete's Ability to Resist Chloride Ion Penetration, American Association of State Highway and Transportation Officials, Washington, D.C., (2011).

Google Scholar

[17] X. Lu, Cement and Concrete Res, 27 (2) (1997) 293–302.

Google Scholar

[18] C. Andrade, M. Castellote, and R. d'Andrea, Journal of nuclear materials, 412 (1) 209–216.

Google Scholar

[19] C. Andrade, and R. Andrea, Electrical Resistivity as Microstructural Parameter for the Calculation of Reinforcement Service Life, Proceedings of 2nd International Symposium on Service Life Design for Infrastructures, Delft, Netherlands, October 4-6 (2010) 379–388.

Google Scholar

[20] R.A. Fisher, The Design of Experiments, 3rd Edition, Oliver & Boyd, London, (1935).

Google Scholar