Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete

Journal of Materials in Civil Engineering

Volumn 15, Issue 5, 2003, Pages 443-451

  Otsuki, Nobuaki ^a   Miyazato, Shin Ichi ^b   Yodsudjai, Wanchai ^a  

^a TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^b KANAZAWA INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Carbonation; Chlorides; Concrete aggregates; Recycling

Indexed keywords

CARBONATION; CHLORINE COMPOUNDS; COMPRESSIVE STRENGTH; RECYCLING;

DOUBLE MIXING METHOD;

CONCRETE AGGREGATES;

AGGREGATE; CONCRETE; PHYSICOCHEMICAL PROPERTY; RECYCLING;

EID: 0142230050     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2003)15:5(443)     Document Type: Article

References (4)

1. Igarashi, S., Bentur, A., and Mindess, A. (1996). "Microhardness testing of cementitious materials." Adv. Cem. Based Mater, 4, 48-57.
2. Mehta, P. K., and Monterio, P. J. M. (1986). Concrete (structure, properties and materials), Prentice-Hall, Englewood Cliffs, N.J., 37-42.
3. 3 solution spray method for measurement of chloride penetration into hardened cementitious matrix materials." ACI Mater. J., 89(6), 587-592.
4. 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).