TECHNICAL PAPERS
Sep 15, 2003

Influence of Recycled Aggregate on Interfacial Transition Zone, Strength, Chloride Penetration and Carbonation of Concrete

Publication: Journal of Materials in Civil Engineering
Volume 15, Issue 5

Abstract

This study is conducted (1) to examine the influence of recycled aggregate on interfacial transition zone (ITZ), strength, chloride penetration, and carbonation of concrete, and (2) to propose a method for improving strength, chloride penetration, and carbonation resistances of concrete using recycled aggregates. Five types of recycled aggregate, and four levels of water-binder ratio are used in this study. The recycled aggregate concrete is evaluated according to compressive strength, tensile strength, chloride penetration depth, and carbonation depth. The characteristics of ITZs in recycled aggregate concrete are also measured and used to explain the influence of recycled aggregate on the mentioned properties. Additionally, the double-mixing method for improving strength, chloride penetration, and carbonation resistances of recycled aggregate concrete is evaluated in this study.

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References

Igarashi, S., Bentur, A., and Mindess, A.(1996). “Microhardness testing of cementitious materials.” Adv. Cem. Based Mater., 4, 48–57.
Mehta, P. K., and Monterio, P. J. M. (1986). Concrete (structure, properties and materials), Prentice-Hall, Englewood Cliffs, N.J., 37–42.
Otsuki, N., Nagataki, S., and Nakashita, K.(1992). “Evaluation of AgNO3 solution spray method for measurement of chloride penetration into hardened cementitious matrix materials.” ACI Mater. J., 89(6), 587–592.
Tazawa, E., Kasai, T., and Okamoto, S.(1989). “Compressive strength of concrete prepared by double mixing.” J. Mater. Concr. Struct. Pavements, 408(11), 139–146 (in Japanese).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 15Issue 5October 2003
Pages: 443 - 451

History

Received: Apr 27, 2001
Accepted: Jul 2, 2002
Published online: Sep 15, 2003
Published in print: Oct 2003

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Authors

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Nobuaki Otsuki, M.ASCE
Professor, Dept. of International Development Engineering, Tokyo Institute of Technology, 2-12-1 O-okayama, Meguro-ku, Tokyo 152-8552, Japan.
Shin-ichi Miyazato
Lecturer, Dept. of Civil Engineering, Kanazawa Institute of Technology, 7-1 O-ogigaoka, Nonoichi-machi, Ishikawa-gun, Ishikawa-ken, 921-8501, Japan.
Wanchai Yodsudjai
Graduate Student, Dept. of International Development Engineering, Tokyo Institute of Technology, 2-12-1 O-okayama, Meguro-ku, Tokyo 152-8552, Japan.

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