Approximate migration coefficient of percolated interfacial transition zone by using the accelerated chloride migration test

Cement and Concrete Research

Volumn 35, Issue 2, 2005, Pages 344-350

  Yang, C C ^a   Cho, S W ^b  

^a NATIONAL TAIWAN OCEAN UNIVERSITY   (Taiwan)

^b CHINA INSTITUTE OF TECHNOLOGY   (Taiwan)

Author keywords

Chloride; Durability; Electrochemical properties; Interfacial transition zone; Transport properties

Indexed keywords

CHLORINE COMPOUNDS; DURABILITY; ELECTROCHEMISTRY; ENERGY DISPERSIVE SPECTROSCOPY; HYDRATED LIME; HYDRATION; INTERFACES (MATERIALS); MORTAR; POROSITY; SCANNING ELECTRON MICROSCOPY; VOLUME FRACTION;

CHLORIDES; ELECTROCHEMICAL PROPERTIES; INTERFACIAL TRANSITION ZONE (ITZ); MERCURY INTRUSION POROSIMETRY (MIP);

CEMENTS;

EID: 13644252462     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2004.05.038     Document Type: Article

References (25)

1. Aitcin P.C., Mehta P.K. Effect of coarse aggregate characteristics on mechanical properties of high-strength concrete. ACI Mater. J. 87(2):1990;103-107
2. Breton D., Carles-Gibergues A., Ballivy G., Grandet J. Contribution to the formation mechanism of the transition zone between rock-cement paste. Cem. Concr. Res. 23(2):1993;335-346
3. Bonen D. Calcium hydroxide deposition in the near interfacial zone in plain concrete. J. Am. Ceram. Soc. 77(1):1994;193-196
4. Bonen D. Calcium hydroxide deposition in the near interfacial zone in plain concrete. J. Am. Ceram. Soc. 77(1):1994;193-196
5. Scrivener K.L., Nemati K.M. Percolation of pore space in the cement paste/aggregate interfacial zone of concrete. Cem. Concr. Res. 26(1):1996;35-40
6. Scrivener K.L., Gartner E.M. Microstructure gradients in cement paste around aggregate particles. Midess S., Shah S.P. Bonding in Cementitious Composites. 1988;77-85 Materials Research Society, Warrendale
7. Detwller R.J., Monteiro P.J.M., Wenk H.R., Zhong Z. Texture of calcium hydroxide near the cement aggregate interface. Cem. Concr. Res. 18(5):1988;823-829
8. Diamond S., Mindess S. SEM investigations of fracture surfaces using stereo pairs: I. Fracture surfaces of rock and of cement paste. Cem. Concr. Res. 22(1):1992;67-78
9. Diamond S., Mindess S. SEM investigations of fracture surfaces using stereo pairs: II. Fracture surfaces of rock-cement paste composite specimens. Cem. Concr. Res. 22(4):1992;678-688
10. Diamond S., Mindess S. SEM investigations of fracture surfaces using stereo pairs: III. Fracture surfaces of mortars. Cem. Concr. Res. 24(6):1994;1140-1152
11. Scrivener K.L., Bentur A., Pratt P.L. Quantitative characterization of the transition zone in high strength concretes. Adv. Cem. Res. 1(4):1988;230-237
12. Sugama T., Carciello N., Kukacka L.E., Gray G. Interface between zinc phosphate-deposited steel fibres and cement paste. J. Mater. Sci. 27:1992;2863-2872
13. Raivio P., Sarvaranta L. Microstructure of fiber mortar composites under fire impact effect of polypropylene and polyacrylonitrile fibers. Cem. Concr. Res. 24(5):1994;896-906
14. Goldman A., Bentur A. Effects of pozzolanic and non-reactive microfillers on the transition zone in high strength concretes. Maso J.C. Interfaces in Cementitious Composites. 1992;53-61 E & FN Spon, London
15. Winslow D.N., Cohen M.D., Bentz D.P., Snyder K.A., Garboczi E.J. Percolation and pore structure in mortars and concrete. Cem. Concr. Res. 24(1):1994;25-37
16. Bourdette B., Ringot E., Ollivier J.P. Modelling of the transition zone porosity. Cem. Concr. Res. 25(4):1995;741-751
17. Yang C.C., Su J.K. Approximate migration coefficient of interfacial transition zone and the effect of aggregate content on the migration coefficient of mortar. Cem. Concr. Res. 32(4):2002;1559-1565
18. Garboczi E.J., Bentz D.P. Digital simulation of the aggregate-cement paste interfacial zone in concrete. J. Mater. Res. 6(1):1991;196-201
19. Garboczi E.J. Computational materials science of cement-based materials. Mater. Struct. 26(158):1993;191-195
20. Shane J.D., Mason T.O., Jennings H.M., Garboczi E.J., Bentz D.P. Effect of the interfacial transition zone on the conductivity of Portland cement mortars. J. Am. Ceram. Soc. 83(5):2000;1137-1144
21. Shah S.P. High performance concrete: past, present and future. Leung C.K.Y., Li Z., Ding J.T. High Performance Concrete-Workability, Strength and Durability. 2000;3-29 Hong Kong University of Science and Technology, Hong Kong
22. Delagrave A., Bigas J.P., Olivier J.P., Marchand J., Pigeon M. Influence of the interfacial zone on the chloride diffusivity of mortars. Adv. Cem. Based Mater. 5(3-4):1997;86-92
23. Yang C.C., Cho S.W., Huang R. The relationship between charge passed and the chloride-ion concentration in concrete using steady-state chloride migration test. Cem. Concr. Res. 32(2):2002;45-50
24. Castellote M., Andrade C., Alonso C. Measurement of the steady and non-steady-state chloride diffusion coefficients in a migration test by means of monitoring the conductivity in the anolyte chamber comparison with natural diffusion tests. Cem. Concr. Res. 31(10):2001;1411-1420
25. Andrade C. Calculation of chloride diffusion coefficients in concrete from ionic migration measurements. Cem. Concr. Res. 23(3):1993;724-742