TECHNICAL PAPERS
Aug 14, 2009

Evaluation of Binary and Ternary Blends of Pozzolanic Materials Using the Rapid Chloride Permeability Test

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 9

Abstract

The effect of replacing cement by pozzolanic materials was investigated. This was done by a systematic increase in pozzolanic material inclusion, and was evaluated using the Rapid Chloride Permeability Test. The materials used were fly ash, blast furnace slag (BFS), and silica fume. The blending was at the increasing levels of 25, 50, and 70% of fly ash or BFS, with or without addition of silica fume at 10% cement replacement to form binary and ternary blends. A commonly practiced initial curing regime of seven days was administered. The experimental results obtained in this study were analyzed using statistical methodology. The results indicated that an increase in fly ash content increased the charge passed in the specimens but the reverse trend was observed with increase in the BFS content in the absence of silica fume. Silica fume alone as well as its ternary blend with 25% fly ash showed lower charge when compared with the control or with the binary blend of cement and fly ash. However, in ternary blends containing fly ash at more than 25%, the presence of silica fume did not cause a reduction in the charge. All ternary blends comprising BFS and silica fume passed lower charges than the respective binary blends. These ternary blends exhibited dense microstructure compared to the corresponding binary fly ash blends. The highest percentage replacement of cement with 70% BFS and silica fume was comparable with the addition of silica fume alone. The results showed that concretes with BFS blends exhibit lower charge passed and higher compressive strength than comparative blends using fly ash.

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Acknowledgments

The writers acknowledge the support of University of New South Wales at Australian Defense Force Academy throughout this research.

References

AASHTO-T277. (1993). “Standard method of test for electrical indication of the concrete’s ability to resist chloride.” Standard specifications for transportation materials and methods of sampling and testing, 16th Ed., Part II—Tests, American Association of State Highway and Transportation Officials, Washington, D.C., 836–839.
Aitcin, P. C., Regourd, M., and Bedard, C. (1983). “Microstructural study of a 135 MPa (19500 psi) ready mix concrete.” Proc., of the 5th Annual Int. Conf. on Cement Microscopy, International Cement Microscopy Association, Nashville, Tenn., 164–179.
Amleh, L., and Mirza, M. S. (2002). “Durability field investigation of an abandoned concrete bridge.” Proc., Int. Conf. on Sustainable Concrete Construction, Univ. of Dundee, Scotland, U.K., 617–626.
Barnes, B. D., Diamond, S., and Dolch, W. L. (1978). ““The contact zone between portland cement paste and glass ‘aggregate’ surfaces.” Cem. Concr. Res., 8(2), 233–243.
Baweja, D., Roper, H., and Sirvivatnanon, V. (1999). “Chloride-induced steel corrosion in concrete: Part 2—Gravimetric and electrochemical comparisons.” ACI Mater. J., 96(3), 306–313.
Bleszynski, R., Doug Hooton, R., Michael Thomas, D. A., and Chris Rogers, A. (2002). “Durability of ternary blend concrete with silica fume and blast furnace slag: Laboratory and outdoor exposure site studies.” ACI Mater. J., 99(5), 499–508.
Byfors, K., Hansson, C. M., and Tritthart, J. (1986). “Pore solution expression as a method to determine the influence of mineral additives on chloride binding.” Cem. Concr. Res., 16(5), 760–770.
Delage, P., and Aitcin, P. C. (1983). “Influence of condensed silica fume on the pore-size distribution of concretes.” Ind. Eng. Chem. Prod. Res. Dev., 22(2), 286–290.
Detwiler, R. J., and Fapohunda, C. S. (1993). “A comparison of two methods for measuring the chloride ion permeability of concrete.” Cem., Concr., Aggregates, 15(1), 70–73.
Dunnett, C. W. (1955). “A multiple comparisons procedure for comparing several treatments with a control.” J. Am. Stat. Assoc., 50, 1096–1121.
Geiker, M., Thaulow, N., and Anderson, P. J. (1990). “Assessment of rapid chloride permeability of concrete with and without mineral admixtures.” Proc., 5th Int. Conf. on Durability of Building Materials and Components, Routledge, Oxford, U.K., 45–55.
Gowripalan, N., and Mohamed, H. M. (1998). “Chloride-Ion induced corrosion of galvanized and ordinary steel reinforcement in high-performance concrete.” Cem. Concr. Res., 28(8), 1119–1131.
Guneyisi, E., Ozturan, T., and Gesoglu, M. (2002). “Laboratory investigation of chloride permeability for high performance concrete containing fly-ash and silica fume.” Proc., Int. Conf., Univ. of Dundee, Scotland, U.K., 295–305.
Hale, M., Russell, B. W., and Bush, T. D. (2002). “An assessment of the rapid chloride ion penetrability test.” Proc., Int. Conf. on Concrete for Extreme Conditions, Univ. of Dundee, Scotland, U.K., 447–456.
Haque, M. N. (1990). “Some concretes need 7-days initial curing.” Concr. Int., 12(2), 42–46.
Haque, M. N. (1998). “Give it a week—7 days initial curing.” Concr. Int., 20(9), 45–48.
Jiang, L., Zhang, M. H., and Malhotra, V. M. (2004). “Evaluation of test methods for determining the resistance of concrete to chloride-ion penetration.” Proc., 8th CANMET/ACI Int. Conf. on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, ACI, Las Vegas, 1–27.
Khan, M. I., and Lynsdale, C. J. (2002). “Strength, permeability, and carbonation of high-performance concrete.” Cem. Concr. Res., 32(1), 123–131.
Mackechnie, J. R., and Alexander, M. G. (2000). “Rapid chloride test comparisons.” Concr. Int., 22(5), 40–45.
Maslehuddin, M., Saricimen, H., and Al-Mana, A. I. (1987). “Effect of fly ash addition on the corrosion resisting characteristics of concrete.” ACI Mater. J., 84(1), 42–50.
Mehta, P. K. (1983). “Pozzolanic and cementitious by-products as mineral admixtures for concrete—A critical review.” Proc., 1st Int. Conf. on Fly Ash, Silica fume, Slag, and Other Mineral By-Products in Concrete, ACI, Montebello, Canada, 1–46.
Mehta, P. K. (1986). “Condensed silica fume.” Concrete technology and design, R. N. Swamy, ed., Surrey Univ., London, 134–170.
Mehta, P. K., and Manmohan, D. (1980). “Pore size distribution and permeability of hardened cement pastes.” Proc. 7th Int. Congr. Chem. Cem., Vol. 3, Editions Septima, Paris, VII:1–5.
Oh, B. H., Cha, S. W., Jang, B. S., and Jang, S. Y. (2002). “Development of high-performance concrete having high resistance to chloride penetration.” Nucl. Eng. Des., 212(1–3), 221–231.
Regourd, M. (1985). “Microstructure of high strength cement paste systems.” Proc., Materials Research Society Symp., Vol. 42, Materials Research Society, Pittsburgh, 3–16.
Sarkar, S. L. (1994). “Roles of silica fume, slag, and fly ash in the development of high-performance concrete microstructure.” Proc., ACI Int. Conf. on High-Performance Concrete, ACI, Singapore, 449–460.
Sarkar, S. L., and Aitcin, P. C. (1987a). “Comparative study of the microstructures of normal and very high-strength concretes.” Cem., Concr., Aggregates, 9(2), 57–64.
Sarkar, S. L., and Aitcin, P. -C. (1987b). “Dissolution rate of silica fume in very high strength concrete.” Cem. Concr. Res., 17(4), 591–601.
Sarkar, S. L., Aitcin, P. C., and Djellouli, H. (1990). “Synergistic roles of slag and silica fume in very high-strength concrete.” Cem., Concr., Aggregates, 12(1), 32–37.
Sharfuddin, A. M., and Al-Amoudi, O. S. B. (2003). “Parking area repair-Saudi Arabia.” Concr. Int., 25(1), 59–63.
Shi, C., Stegemann, J. A., and Caldwell, R. J. (1998). “Effect of supplementary cementing materials in the specific conductivity of pore solution and its implication on the rapid chloride permeability test (AASHTO T277 and ASTM C1202).” ACI Mater. J., 95(4), 389–394.
Suryavanshi, A. K., Narayan Swamy, R., and George Cardew, E. (2002). “Estimation of diffusion coefficients for chloride ion penetration into structural concrete.” ACI Mater. J., 99(5), 441–449.
Swamy, R. N., Suryavanshi, A. K., and Tanikawa, S. (1998). “Protective ability of an acrylic-based surface coating system against chloride and carbonation penetration into concrete.” ACI Mater. J., 95(2), 101–112.
Tukey, J. W. (1949). “Comparing individual means in the analysis of variance.” Biometrics, 5, 99–114.
Wee, T. H., Suryavanshi, A. K., and Tin, S. S. (1999). “Influence of aggregate fraction in the mix on the reliability of the rapid chloride permeability test.” Cem. Concr. Compos., 21(1), 59–72.
Wee, T. H., Suryavanshi, A. K., and Tin, S. S. (2000). “Evaluation of rapid chloride permeabiltiy test (RCPT) results for concrete containing mineral admixtures.” ACI Mater. J., 97(2), 221–232.
Weyers, R. E., and Philip Cady, D. (1987). “Deterioration of concrete bridge decks from corrosion of reinforcing steel.” Concr. Int.: Des. Constr., 9(1), 15–20.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 9September 2009
Pages: 446 - 453

History

Received: Nov 16, 2006
Accepted: Mar 11, 2009
Published online: Aug 14, 2009
Published in print: Sep 2009

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Authors

Affiliations

M. Sharfuddin Ahmed
Former Ph.D. Candidate, School of Aerospace, Civil and Mechanical Engineering, Univ. of New South Wales at the Australian Defence Force Academy, Canberra, ACT 2600, Australia.
Obada Kayali [email protected]
Senior Lecturer, School of Aerospace, Civil and Mechanical Engineering, Univ. of New South Wales at the Australian Defence Force Academy, Canberra, ACT 2600, Australia (corresponding author). E-mail: [email protected]
Wendy Anderson
Visiting Fellow, School of Physical, Environmental, and Mathematical Sciences, Univ. of New South Wales at the Australian Defence Force Academy, Canberra, ACT 2600, Australia.

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