Use of Electrodeposition for Repair of Concrete with Shrinkage Cracks

Author:

Otsuki Nobuaki123,Ryu Jae-Suk123

Affiliation:

1. Member, ASCE

2. Prof., Dept. of Civ. Engrg., Tokyo Inst. of Technol., 2-12-1 Ookayama, Meguro-ku, Tokyo 152-8552, Japan.

3. Grad. Student, Dept. of Civ. Engrg., Tokyo Inst. of Technol., 2-12-1 Ookayama, Meguro-ku, Tokyo 152-8552, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference5 articles.

1. Hirayama S. and Otsuki N. ( 1997). “Feasibility study on electrodeposition of crack of reinforced concrete.” Proc. JSCE Toyko 52(5) 332–333 (in Japanese).

2. Otsuki N. Hisada M. Ryu J. S. and Banshoya E. ( 1999). “Rehabilitation of concrete cracks by electrodeposition.” Concrete Int. 21(3) 58–63.

3. Sasaki H. Fukute T. and Yokoda M. ( 1992). “Repair method of marine reinforced concrete by electrodeposition technique.” Proc. Japan Concrete Inst. 14(1) 849–854 (in Japanese).

4. Van der Hondel A. J. and Polder R. B. ( 1992). “Electrochemical realkalisation and chloride removal of concrete.” Concrete Repair September/October 19–24.

5. Yokoda M. and Fukute T. ( 1992). “Rehabilitation and protection of marine concrete structure using electrodeposition method.” Proc. Int. Conf. on Rehabilitation of Concrete Struct. RILEM Essev Germany 213–222.

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