journal article·2018-01-01

Use of Two-Pressure-Head Method to Assess Water Permeability of Structural Concrete

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ACI Materials Journal· Volume 115· Issue 1
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Abstract

Determining the water permeability of concrete in structures remains a conundrum because of difficulties in removing the influences of moisture. This study describes the extended flow-net theory developed on the basis of the two-pressure-head concept, which provides a means of measuring permeability under the partially saturated condition. Surface-mounted tests and standard laboratory water penetration tests were carried out to verify this approach. Before determining the water permeability, steady-state flow rates at two different pressure levels were evaluated and the effects of initial moisture conditions on flow behavior were investigated. The results indicate that the proposed approach does offer a useful means of determining the water permeability of structural concrete, although it cannot be claimed to be universally applicable for all moisture conditions likely to be encountered in practice.
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OpenAlex topics: Engineering and Material Science Research · Geophysical Methods and Applications · Concrete Corrosion and Durability

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References (30)

Show source-provided references
1. Torrent, R. T., “A Two-Chamber Vacuum Cell for Measuring the Coefficient of Permeability to Air of the Concrete Cover on Site,” Materials and Structures, V. 25, No. 6, 1992, pp. 358-365. doi: 10.1007/BF0247259510.1007/BF02472595 ↗
2. Andrade, C.; Gonzalez-Gasca, C.; and Torrent, R., “Suitability of Torrent Permeability Tester to Measure Air-Permeability of Covercrete,” 2000 CANMET/ACI Conference on Durability of Concrete, SP-192, V. M. Malhotra, ed., American Concrete Institute, Farmington Hills, MI, 2000, pp. 301-317.
3. Long, A. E.; Henderson, G. D.; and Montgomery, F. R., “Why Assess the Properties of Near-Surface Concrete?” Construction and Building Materials, V. 15, No. 2-3, 2001, pp. 65-79. doi: 10.1016/S0950-0618(00)00056-810.1016/S0950-0618(00)00056-8 ↗
4. Bungey, J. H.; Millard, S. G.; and Grantham, M. G., Testing Concrete in Structures, fourth edition, Taylor and Francis, Didcot, UK, 2006, 352 pp.10.1201/9781482264685 ↗
5. Goodspeed, C. H.; Vanikar, S.; and Cook, A., “High-Performance Concrete Defined for Highway Structures,” Concrete International, V. 18, No. 2, Feb. 1996, pp. 62-67.
6. Tang, L.; Nilsson, L. O.; and Basheer, P. A. M., Resistance of Concrete to Chloride Ingress: Testing and Modelling, Spon Press, London, UK, 2011, 246 pp.10.1201/b12603 ↗
7. Wong, H. S.; Pappas, A. M.; Zimmerman, R. W.; and Buenfeld, N. R., “Effect of Entrained Air Voids on the Microstructure and Mass Transport Properties of Concrete,” Cement and Concrete Research, V. 41, No. 10, 2011, pp. 1067-1077. doi: 10.1016/j.cemconres.2011.06.01310.1016/j.cemconres.2011.06.013 ↗
8. Parrott, L. J., “Water Absorption in Cover Concrete,” Materials and Structures, V. 25, No. 5, 1992, pp. 284-292. doi: 10.1007/BF0247266910.1007/BF02472669 ↗
9. Figg, J. W., “Methods of Measuring the Air and Water Permeability of Concrete,” Magazine of Concrete Research, V. 25, No. 85, 1973, pp. 213-219. doi: 10.1680/macr.1973.25.85.21310.1680/macr.1973.25.85.213 ↗
10. Basheer, P. A. M., and Nolan, E. A., “Near-Surface Moisture Gradients and In Situ Permeation Tests,” Construction and Building Materials, V. 15, No. 2-3, 2001, pp. 105-114. doi: 10.1016/S0950-0618(00)00059-310.1016/S0950-0618(00)00059-3 ↗
11. Parrott, L. J., “Moisture Conditioning and Transport Properties of Concrete Test Specimens,” Materials and Structures, V. 27, No. 8, 1994, pp. 460-468. doi: 10.1007/BF0247345010.1007/BF02473450 ↗
12. Dhir, R. K.; Hewlett, P. C.; Byars, E. A.; and Shaaban, I. G., “A New Technique for Measuring the Air Permeability of Near-Surface Concrete,” Magazine of Concrete Research, V. 47, No. 171, 1995, pp. 167-176. doi: 10.1680/macr.1995.47.171.16710.1680/macr.1995.47.171.167 ↗
13. Schonlin, K., and Hilsdorf, H. K., “Evaluation of the Effectiveness of Curing of Concrete Structures,” Concrete Durability: Proceedings of Katharine and Bryant Mather International Symposium, SP-100, American Concrete Institute, Farmington Hills, MI, 1987, pp. 207-226.
14. Dinku, A., and Reinhardt, H., “Gas Permeability Coefficient of Cover Concrete as a Performance Control,” Materials and Structures, V. 30, No. 7, 1997, pp. 387-393. doi: 10.1007/BF0249856010.1007/BF02498560 ↗
15. Hall, C., and Hoff, W. D., Water Transport in Brick, Stone and Concrete, Spon Press, London, UK, 2012, 374 pp.10.1201/b12840 ↗
16. Martys, N. S., and Ferraris, C. F., “Capillary Transport in Mortars and Concrete,” Cement and Concrete Research, V. 27, No. 5, 1997, pp. 747-760. doi: 10.1016/S0008-8846(97)00052-510.1016/S0008-8846(97)00052-5 ↗
17. Technical Report No. 31, “Permeability Testing of Site Concrete: A Review of Methods and Experience,” The Concrete Society, London, UK, 2008, pp. 1-80.
18. Basheer, P. A. M., “Permeation Analysis,” Handbook of Analytical Techniques in Concrete Science and Technology: Principles, Techniques and Applications, Noyes Publications, Norwich, NY, 2001, pp. 658-727.10.1016/B978-081551437-4.50019-9 ↗
19. Adams, A. E., “Development and Application of the CLAM for Measuring Concrete Permeability,” PhD thesis, Queen’s University Belfast, Belfast, UK, 1986, 346 pp.
20. Yang, K.; Basheer, P. A. M.; Bai, Y.; Magee, B. J.; and Long, A. E., “Assessment of the Effectiveness of the Guard Ring in Obtaining a Uni-Directional flow in an In Situ Water Permeability Test,” Materials and Structures, V. 48, No. 1-2, 2013, doi: 10.1617/s11527-013-0175-510.1617/s11527-013-0175-5 ↗
21. GB-175, “Common Portland Cement,” Standardization Administration of the People’s Republic of China, Beijing, China, 2007, 16 pp.
22. GB-8076, “Cement Admixtures,” Standardization Administration of the People’s Republic of China, Beijing, China, 2008, 17 pp.
23. BS, 1881-125, “Methods for Mixing and Sampling Fresh Concrete in the Laboratory,” British Standards Institute, London, UK, 1986, 10 pp.
24. Aïtcin, P. C., High Performance Concrete, Spon Press, London, UK, 1998, 624 pp.10.4324/9780203475034 ↗
25. BS-EN, 12390-8, “Testing Hardened Concrete. Depth of Penetration of Water under Pressure,” British Standards Institute, London, UK, 2009, 10 pp.
26. Hall, C., “Water Sorptivity of Mortars and Concretes: A Review,” Magazine of Concrete Research, V. 41, No. 147, 1989, pp. 51-61. doi: 10.1680/macr.1989.41.147.5110.1680/macr.1989.41.147.51 ↗
27. McCarter, W.; Emerson, M.; and Ezirim, H., “Properties of Concrete in the Cover Zone: Developments in Monitoring Techniques,” Magazine of Concrete Research, V. 47, No. 172, 1995, pp. 243-251. doi: 10.1680/macr.1995.47.172.24310.1680/macr.1995.47.172.243 ↗
28. Gallé, C., and Daian, J. F., “Gas Permeability of Unsaturated Cement-Based Materials Application of a Multi-Scale Network Model,” Magazine of Concrete Research, V. 52, No. 4, 2000, pp. 251-263. doi: 10.1680/macr.2000.52.4.25110.1680/macr.2000.52.4.251 ↗
29. Potter, R., and Ho, D. W. S., “Quality of Cover Concrete and its Influence on Durability,” Concrete Durability: Proceedings of Katharine and Bryant Mather International Symposium, SP-100, American Concrete Institute, Farmington Hills, MI, 1987, pp. 423-446.
30. Bamforth, P. B., “The Relationship between Permeability Coefficients for Concrete Obtained Using Liquid and Gas,” Magazine of Concrete Research, V. 39, No. 138, 1987, pp. 3-11. doi: 10.1680/macr.1987.39.138.310.1680/macr.1987.39.138.3 ↗