Relationship Among the Permeation Rate of Water into Concrete, the Mix Design, Curing, and the Degree of Drying
Source abstract
Abstract
Water permeation into concrete causes various types of deterioration in concrete structures such as rebar corrosion, frost damage, ASR, etc.; however, the evaluation of the water permeation rate is difficult. This paper proposes a simple equation to evaluate the water permeation rate into concrete, based on basic information such as the mix design, curing condition, and degree of drying. Concrete specimens are cast, cut into slices of different thicknesses, and the time taken for water penetration is measured. The permeation rate is calculated from the relationship between the obtained permeation time and the slice thickness. Additionally, a literature survey is conducted to collect the water permeation rate in various types of concrete. A prediction equation for the water permeation rate is proposed, based on the data. Although this data contains various types of concrete with/without the admixture material, different water-to-binder ratios, and different curing conditions, all the calculated values fall within a range of 150% of the data from literature.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete Properties and Behavior · Concrete and Cement Materials Research · Innovations in Concrete and Construction Materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Institute of Industrial Science, University of Tokyo, Tokyo, Japan
Department of Civil Engineering, University of Tokyo, Tokyo, Japan.
References (37)
Show source-provided references
1. 1) Abyaneh, S. D., Wong, H. S. and Buenfeld, N. R., (2014). “Computational investigation of capillary absorption in concrete using a three-dimensional mesoscale approach.” Computational Materials Science, 87, 54-64.10.1016/j.commatsci.2014.01.058 ↗
2. 2) Alexander, M., Bentur, A. and Mindess, S., (2017). “Durability of Concrete: Design and Construction.” CRC Press.10.1201/9781315118413 ↗
3. 3) Bentz, D. P., Ehlen, M. A., Ferraris, C. F. and Garboczi, E. J., (2001). “Sorptivity-based service life predictions for concrete pavements.” 7th Int. Conf. on Concrete Pavements, NIST, Orlando, FL, 181-193.10.33593/iccp.v7i1.201 ↗
4. 4) Bradu, A. and Florea, N., (2015). “Water absorption of self-compacting concrete containing different levels of fly ash.” Buletinul Institutului Politehnic din lasi. Sectia Constructii, Arhitectura, 61(4), 107-114.
5. 5) Bustos, F., Martinez, P., Videla, C. and Lopez, M., (2015). “Reducing concrete permeability by using natural pozzolans and reduced aggregate-to-paste ratio.” Journal of Civil Engineering and Management, 21(2), 165-176.10.3846/13923730.2013.802719 ↗
6. 6) Castro, J., Bentz, D. and Weiss, J., (2011). “Effect of sample conditioning on the water absorption of concrete.” Cement & Concrete Composites, 33, 805-813.10.1016/j.cemconcomp.2011.05.007 ↗
7. 7) Dias, W. P. S., (2004). “Influence of drying on concrete sorptivity.” Magazine of Concrete Research, 56(9), 537-543.10.1680/macr.2004.56.9.537 ↗
8. 8) Fagerlund, G., (1975). “The significance of critical degrees of saturation at freezing of porous and brittle materials.” Conf. on Durability of Concrete, ACI STP, Atlantic, 47, New Jersey and Ottawa, Ontario, 13-65.
9. 9) Grassl, P., Wong, H. S. and Buenfeld, N. R., (2010). “Influence of aggregate size and volume fraction on shrinkage induced micro-cracking of concrete and mortar.” Cement and Concrete Research, 40(1), 85-93.10.1016/j.cemconres.2009.09.012 ↗
10. 10) Hadj-sadok, A., Kenai, S., Courard, L. and Darimont, A., (2011). “Microstructure and durability of mortars modified with medium active blast furnace slag.” Construction and Building Materials, 25(2), 1018-1025.10.1016/j.conbuildmat.2010.06.077 ↗
11. 11) Hadj-sadok, A., Kenai, S., Courard, L., Michel, F. and Khatib, J., (2012). “Durability of mortar and concretes containing slag with low hydraulic activity.” Cement and Concrete Composites, 34, 671-677.10.1016/j.cemconcomp.2012.02.011 ↗
12. 12) Hall, C., (1989). “Water sorptivity of mortars and concretes: a review.” Magazine of Concrete Research, 41(147), 51-61.10.1680/macr.1989.41.147.51 ↗
13. 13) Hanžič, L. and Ilić, R., (2003). “Relationship between liquid sorptivity and capillarity in concrete.” Cement and Concrete Research, 33(9), 1385-1388.10.1016/S0008-8846(03)00070-X ↗
14. 14) Hayashi, K. and Hosoda, A., (2013). “Fundamental study on evaluation method of covercrete quality of concrete structures by surface water absorption test.” Journal of Japan Society of Civil Engineers, E2, 69(1), 82-97.
15. 15) Koshikawa, S. and Ogihara, Y., (1991). “Method of testing capillary infiltration of concrete.” Journal of Japan Society of Civil Engineers, 426, 183-191. (in Japanese)10.2208/jscej.1991.426_183 ↗
16. 16) Kurashige, I., (2015). “Novel non-destructive test method to evaluate air-permeability distribution in depth direction in concrete -development of triple-cell air-permeability tester.” International Symposium Non-Destructive Testing in Civil Engineering, Berlin, Germany.
17. 17) Kurashige, I., Yamada, K. and Ogawa, S., (2016). “Feasibility study on quality verification of casted concrete using nondestructive air permeability test and electric resistivity measurement toward radioactively contaminated waste disposal.” Cement Science and Concrete Technology, 69, 287-294. (in Japanese)
18. 18) Li, W., Pour-Ghaz, M., Castro, J. and Weiss, J., (2011). “Water absorption and critical degree of saturation relating to freeze-thaw damage in concrete pavement joints.” Journal of Materials in Civil Engineering, 24(3), 299-307.10.1061/(ASCE)MT.1943-5533.0000383 ↗
19. 19) Litvan, G. G., (1988). “The mechanism of frost action in concrete: Theory and practical implications.” Proc. of Workshop on Low Temperature Effects on Concrete, National Research Council of Canada, Montreal, Canada, 115-134.
20. 20) Liu, J., Xing, F., Dong, B., Ma, H. and Pan, D., (2014). “Study on water sorptivity of the surface layer of concrete.” Materials and Structures, 47, 1941-1951.10.1617/s11527-013-0162-x ↗
21. 21) Maage, M., (1984). “Frost resistance and pore size distribution in bricks.” Materials and Structures, 17(101), 345-350.10.1007/BF02478706 ↗
22. 22) Maekawa, K., Chaube, R. and Kishi, T, (1999). “Modeling of concrete performance - hydration, microstructure formation and transport.” E&FN SPON Press.
23. 23) Maruyama, I., (2016). “Multi-scale review for possible mechanisms of natural frequency change of reinforced concrete structures under an ordinary drying condition.” Journal of Advanced Concrete Technology, 14(11), 691-705.10.3151/jact.14.691 ↗
24. 24) Nath, P. and Sarker, P., (2011). “Effect of fly ash on the durability properties of high strength concrete.” Procedia Engineering, 14, 1149-1156.10.1016/j.proeng.2011.07.144 ↗
25. 25) Parrott, L. J., (1992). “Water absorption in cover concrete.” Materials and Structures, 25, 284-292.10.1007/BF02472669 ↗
26. 26) Rucker-Gramma, P. and Beddoe, R. E., (2010). “Effect of moisture content of concrete on water uptake.” Cement and Concrete Research, 40(1), 102-108.10.1016/j.cemconres.2009.09.001 ↗
27. 27) Sakai, Y., Nakamura, C. and Kishi, T., (2013). “Evaluation of mass transfer resistance of concrete based on representative pore size of permeation resistance.” Construction & Building Materials, 51(31), 40-46.
28. 28) Sakai, Y. and Kishi, T., (2016). “Quantitative evaluation of water migration in concrete with threshold pore diameter obtained based on critical volume fraction for percolation.” Journal of Japan Society of Civil Engineers E2, 72(2), 83-96. (in Japanese)
29. 29) Suzuki, H. and Ueda, H., (2015). “Water permeation into concrete with blast furnace slag.” JSCE Annual Meeting, V, 1021-1022. (in Japanese)
30. 30) Swamy, R. N., (1998). “The Alkali-Silica Reaction in Concrete.” CRC Press.
31. 31) Tas, N. R., Haneveld, J., Jansen, H. V., Elwenspoek, M. and van den Berg, A., (2004). “Capillary filling speed of water in nanochannels.” Applied Physics Letters, 85, 3274-3276.10.1063/1.1804602 ↗
32. 32) Tsuchiya, N., Kanematsu, M., Noguchi, T. and Ikura, H., (2008). “Determination of moisture content of concrete by the thermal neutron radiography.” Proceedings of the Japan Concrete Institute, 30(2), 769-774. (in Japanese)
33. 33) Ueda, H. and Suzuki, H., (2016). “Water penetrability into concrete surface and interface between concrete and repair materials.” Quarterly Report of RTRI, 57(1), 36-41.10.2219/rtriqr.57.1_36 ↗
34. 34) Washburn, E. W., (1921). “The dynamics of capillary flow.” Physical Review, 17, 273-283.10.1103/PhysRev.17.273 ↗
35. 35) Wong, H. S., Zobel, M., Buenfeld, N. R. and Zimmerman, R. W., (2009). “Influence of the interfacial transition zone and microcracking on the diffusivity, permeability and sorptivity of cement-based materials after drying.” Magazine of Concrete Research, 61(8), 571-58910.1680/macr.2008.61.8.571 ↗
36. 36) Zhang, P., Wittmann, F. H. and Zhao, T. J., (2011). “Quantitative determination of capillary absorption of concrete.” ASMES Workshop on Basic Research on Concrete and Applications, 9-20.
37. 37) Zhang, S. P. and Zong, L. (2014). “Evaluation of Relationship between Water Absorption and Durability of Concrete Materials.” Advances in Materials Science and Engineering, 2014, 650373.10.1155/2014/650373 ↗