Abstract

The durability and sustainability of concrete structures is a prime socioeconomic concern of contemporary society. The lifecycle of these structures is typically determined by the rate of moisture ingress, in which dissolved and unwanted substances are transported into the structure. Therefore finding a sufficient means to measure these rates is of utmost importance. A sorptivity testing scheme as outlined by a commonly used standard can be a useful means of measuring how quickly liquid can be transported unidirectionally through concrete samples in the laboratory. Currently the standard prescribes that disc specimens 100 mm in diameter and 50-mm thick be sealed in such a manner to ensure unidirectional flow through one, unsealed face of the sample, while all other surfaces are appropriately sealed. However the standard does not specify how this seal is to be achieved. Furthermore, differing methods have yielded a likewise array of varied results, which may not be representative of the true sorptivity. The objective of this paper is to propose a simple but effective means of sealing the specimens that will yield more consistent results, which are more representative of the actual absorption properties of the concrete. This was accomplished by studying the performance of electrical insulation tape and cellophane (as suggested in the standard) against paraffin wax using three different mixture designs, as follows: (1) involving normal strength concrete without air entrainment, (2) a normal strength concrete mixture with air entrapment, and (3) self-consolidating concrete without air entrapment. The prepared specimens were subjected to various freeze-thaw cycling periods, conditioned, and then tested for sorptivity. Batches of samples were exposed to freeze-thaw cycling periods of 0, 50, 100, 150, 200, and 300 cycles. Within each group of samples, half of the specimens were sealed with electrical tape and cellophane, and the other half were sealed with paraffin wax in order to conduct sorptivity testing. Specimens coated in wax typically exhibited lower absorption values than those wrapped in tape. Furthermore, the tape would not adhere perfectly with the concrete at the edge formed by the cylindrical wall and the exposed surface, resulting in increased sorptivity values. Statistical analysis was done on the rates of early-age (0–6 h) and late-age (1–8 days) sorptivity by using the F-test to examine variability (with an 80% confidence interval) and the student-t test was used to evaluate the significance of differences in sample means. Generally, sorptivity rates were higher for taped samples than those for waxed samples. These results further reinforced visual observations. The waxed samples yielded more reliable results primarily because they did not absorb moisture artificially along the sides in the manner as observed in the taped specimens. Moreover, the paraffin wax sealant method also resulted in less variability within test results. Therefore it was believed that the wax facilitated more representative results of the true sorptivity. It was suggested that the procedures of the common standard discussed in this paper should be refined such that the sealing of test specimens should be done with the use of paraffin wax, or some other similar substance, such as silicone, which is impermeable and readily available commercially.

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Acknowledgments

The writers would like to thank Muhammad Aslam and Cheryl Ong-Tone for their assistance with mixing the concrete, casting the specimens, cutting and conditioning them, as well as with conducting the sorptivity experiments.

References

ASTM. (2003). “Standard test method for slump of hydraulic-cement concrete.” C143, West Conshohocken, PA.
ASTM. (2004). “Standard test method for measurement of rate of absorption of water by hydraulic-cement concrete.” C1585, West Conshohocken, PA.
ASTM. (2006). “Standard test method for density, absorption, and voids in hardened concrete.” C642, West Conshohocken, PA.
ASTM. (2010a). “Standard test method for air content of freshly mixed concrete by the pressure method.” C231/C231M, West Conshohocken, PA.
ASTM. (2010b). “Standard test method for compressive strength of cylindrical concrete specimens.” C39/C39M, West Conshohocken, PA.
Austin, S. A., and Al-Kindy, A. A. (2000). “Air permeability versus sorptivity: Effects of field curing on cover concrete after one year of field exposure.” Mag. Concrete Res., 52(1), 17–24.
Bentz, D. P., Ehlen, M. A., Ferraris, C. F., and Garboczi, E. J. (2001). “Sorptivity-based service life predictions for concrete pavements.” Proc., Int. Conf. on Concrete Pavements, International Society for Concrete Pavements, 181–193.
Bentz, D. P., Ehlen, M. A., Ferraris, C. F., and Winpigler, J. A. (2002). “Service life prediction based on sorptivity for highway concrete exposed to sulfate attack and freeze-thaw conditions.”, Washington, DC.
Caliskan, S. (2006). “Influence of curing conditions on the sorptivity and weight change characteristics of self compacting concrete.” Arabian J. Sci. Eng., 31(1C), 169–178.
Claisse, P., Elsayad, H., and Shaaban, I. (1997). “Absorption and sorptivity of cover concrete.” J. Mater. Civ. Eng., 105–110.
DeSouza, S., Hooton, R., and Bickley, J. (1998). “A field test for evaluating high performance concrete covercrete quality.” Can. J. Civ. Eng., 25(3), 551–556.
DeSouza, S. J., Hooton, R. D., and Bickley, J. A. (1997). “Evaluation of laboratory drying procedures relevant to field conditions for concrete sorptivity measurements.” Cement Concrete Aggregates, 19(2), 59–63.
Dias, W. (1995). “Sorptivity testing for assessing concrete quality.” Proc., Int. Conf. on Concrete under Severe Exposure Conditions, Spon, London, 433–442.
Ferraris, C., and Stutzman, P. (2006). “Sulfate resistance of concrete: A new approach and test.”, Skokie, IL, 1–78.
Gonen, T., and Yazicioglu, S. (2007). “The influence of compaction pores on sorptivity and carbonation of concrete.” Constr. Build. Mater., 21(5), 1040–1045.
Hall, C. (1989). “Water sorptivity of mortars and concretes: A review.” Mag. Concrete Res., 41(147), 51–61.
Hall, C., and Tse, T. K.-M. (1986). “Water movement in porous building materials VII. The sorptivity of mortars.” Build. Environ., 21(2), 113–118.
Hartell, J. A., Boyd, A. J., and Patel, V. (2008). “Sorptivity testing to evaluate freeze-thaw behaviour of high performance concretes.” Proc., Int. Conf. Utilization of High-Strength and High-Performance Concrete, Japan Concrete Institute, Tokyo.
Ho, D. W. S., and Chirgwin, G. J. (1996). “A performance specification for durable concrete.” Constr. Build. Mater., 10(5), 375–379.
Ho, D. W. S., and Lewis, R. K. (1988). “The specification of concrete for reinforcement protection performance criteria and compliance by strength.” Cement Concrete Res., 18(4), 584–594.
Hooton, R. (1994). “High strength concrete as a by-product of design for low permeability.” Economic and durable construction through excellence, CRC, Dundee, U.K., 1627–1637.
Kelham, S. (1988). “A water absorption test for concrete.” Mag. Concrete Res., 40(143), 106–110.
Khatib, J. M., and Mangat, P. S. (1995). “Absorption characteristics of concrete as a function of location relative to casting position.” Cement Concrete Res., 25(5), 999–1010.
Martys, N. S., and Ferraris, C. F. (1997). “Capillary transport in mortars and concrete.” Cement Concrete Res., 27(5), 747–760.
McCarter, W. (1993). “Influence of surface finish on sorptivity.” J. Mater. Civ. Eng., 130–136.
McCarter, W. J. (1996). “Properties of concrete in the cover zone: Water penetration, sorptivity and ionic ingress.” Mag. Concrete Res., 48(176), 149–156.
Reda Taha, M., El-Dieb, A., and Shrive, N. (2001). “Sorptivity: A reliable measurement for surface absorption of masonry brick units.” Mater. Struct., 34(7), 438–445.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 8August 2015

History

Received: Feb 15, 2011
Accepted: Feb 27, 2012
Published online: Mar 1, 2012
Discussion open until: Feb 24, 2015
Published in print: Aug 1, 2015

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Miguel Antonio Nunes [email protected]
Graduate Student, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 81 Sherbrooke St. West, Montreal, QC, Canada H3 A 2K6. E-mail: [email protected]
Charles Martin Ormsby [email protected]
Graduate Student, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 81 Sherbrooke St. West, Montreal, QC, Canada H3A 2K6. E-mail: [email protected]
Vimal Patel [email protected]
Graduate Student, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 81 Sherbrooke St. West, Montreal, QC, Canada H3A 2K6. E-mail: [email protected]
Graduate Student, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 81 Sherbrooke St. West, Montreal, QC, Canada H3A 2K6. E-mail: [email protected]
Andrew Boyd, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., 81 Sherbrooke St. West, Montreal, QC, Canada H3A 2K6 (corresponding author). E-mail: [email protected]

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