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Self-sealing property of concrete—Experimental evidence

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Abstract

Leak-tightness of concrete is often judged in terms of the D'Arcy coefficient determined by the flow of water through saturated concrete at a constant rate. In the case of flow through saturated concrete, this rate often reduces with time and reaching a constant value may take many days. The present experiments were designed to explore various models in order to account for this behaviour. The results obtained support the concept that the dissolution and redeposition of alkalis is the most significant mechanism in the time-dependent reduction of flow of water in saturated concrete. Permeability of saturated concrete and self-sealing may be used as measures of the “immune” systems and potential durability of different concretes.

Résumé

On peut souvent évaluer l'étanchéité d'un béton selon le coefficient d'Arcy, qui est déterminé par le passage de l'eau à travers un béton saturé à un taux constant. Ce taux diminue graduellement et peut mettre un certain nombre de jours avant d'atteindre une valuer constante. Nos essais évaluent différents modèles pour tenir compte de ce comportement. Les résultats confirment que la dissolution et la redéposition des alcalins constitue le mécanisme le plus important dans la diminution graduelle du passage de l'eau à travers un béton saturé. La perméabilité d'un béton saturé et sa capacité à devenir étanche peuvent être utilisées comme mesure de son «système immunitaire» et de son potentiel de durabilité.

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References

  1. Ruttgers, A., Vidal, E.N. and Wing, S.P., ‘An investigation of the permeability of mass concrete with particular reference to Boulder Dam’,J. Amer. Conc. Inst. 6 (1935) 389–416.

    Google Scholar 

  2. Powers, T.C., ‘Structure and physical properties of hardened Portland cement paste’,J. Amer. Conc. Inst. 41 (1) (1958) 1–6.

    Google Scholar 

  3. Lawrence, C.D., ‘Water permeability of concrete’, Concrete Society Materials Research Seminar: ‘Serviceability of Concrete’ (1985).

  4. Hearn, N., ‘Saturated permeability of concrete as influenced by cracking and self-sealing’, Ph.D. Dissertation, University of Cambridge, England, 1992.

    Google Scholar 

  5. Powers, T.C., Copeland, L.E., Hayes, J.C. and Mann, H.M., ‘Permeability of Portland cement pastes’,J. Amer. Conc. Inst. 51 (1954) 285–298.

    Google Scholar 

  6. Hearn, N., ‘A recording permeameter for measuring time-sensitive permeability of concrete’ in ‘Advances in Cementitious Materials’, Ceramic Transactions, Vol. 16, ed. S. Mindess (1991) 463–476.

  7. Glanville, W.H., ‘The permeability of Portland cement concrete’,Building Research, Technical Paper (3) (1931) 1–61 (reprinted from 1926).

    Google Scholar 

  8. Summers, R.K., Winkler, K. and Byerlee, J., ‘Permeability changes during the flow of water through westerly granite at temperature of 100–400°C’,J. Geophysical Res. 83 (B1) (1978) 339–344.

    Google Scholar 

  9. Hearn, N., ‘Self-sealing property of concrete, Part I-Review of ecisting data’,Cem. Conc. Res., submitted for publication (1995).

  10. Norton, P. and Pleta, P., ‘Permeability of gravel concrete’,J. Amer. Conc. Inst.-Proc. 27 (1931) 1093–1132.

    Google Scholar 

  11. Day, R.L., Joshi, R.C., Langan, B.W. and Ward, M.A., ‘Measurement of the permeability of concretes containing fly ash’, in Proc. 5th Int. Ash Utilization Symposium (orlando, 1985).

  12. Denno, G., ‘The permeability of high strength lightweight aggregate concrete’, Ph.D. Thesis, Imperial College, London, 1992.

    Google Scholar 

  13. Suenson, E., ‘Ingeniorvidenskabelige Skritter’ Bd., Nr. (15) (Kobenhavn, 1935).

  14. Markestad, A., ‘An investigation of concrete in regard to permeability problems and factors influencing the results of permeability tests’,C&CRI, Norwegian Inst. of Tech., STF 65A 77027, (1977).

  15. Hearn, N. and Mills, R.H., ‘A simple permeameter for water or gas flow’,Cem. Conc. Res. 21 (1991) 257–261.

    Article  Google Scholar 

  16. McMillan, F.R and Lyse, I., ‘Some permeability study of concrete’,J. Amer. Conc. Ins. Proc. (1930) 101–142.

  17. Bier, T.A., Ludizdja, D., Young, J.F. and Berger, R.L., ‘The effect of pore structure and cracking on the permeability of concrete’, in ‘Pore Structure and Permeability of Cementitious Materials’, MRS Symp. (Boston, 1988).

  18. Kermani, A., ‘Permeability of stressed concrete’,Building Research and Information 19 (16) (1991) 360–366.

    Google Scholar 

  19. Hearn, N., ‘Comparison of water and propan-2-ol permeability in mortar specimens’,Adv. Cem. Conc., accepted for publication (1995).

  20. Mindess, S. and Young, J.F., ‘Concrete’ (Prince-Hall Inc., 1981).

  21. Scrivener, K.L., Personal Communication (1992).

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Editorial note Dr. N. Heam is a RILEM Affiliate, Member. She is active in the work of Technical Committee 146-TCF, Tightness of Concrete with respect to Fluids.

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Hearn, N., Morley, C.T. Self-sealing property of concrete—Experimental evidence. Mat. Struct. 30, 404–411 (1997). https://doi.org/10.1007/BF02498563

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  • DOI: https://doi.org/10.1007/BF02498563

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