Robust Self-Healing Concrete for Sustainable Infrastructure

Author:

Li Victor C.1,Herbert Emily1

Affiliation:

1. Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI 48109-2125 USA.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference40 articles.

1. AASHTO, (2004). “LRFD Bridge Design Specifications.” 3rd Ed., AASHTO, Washington, D.C,.

2. Ahn, T. H. and Kishi, T., (2010). “Crack self-healing behavior of cementitious composites incorporating various mineral admixtures.” Journal of Advanced Concrete Technology, 8(2), 171-186.

3. American Concrete Institute, (1995). “Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95).” ACI Committee 318, Detroit, Michigan,.

4. American Concrete Institute, (2002). “Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02).” ACI Committee 318, Detroit, Michigan.

5. Dry, C, and McMillan, W., (1996). “Three-part methylmethacrylate adhesive system as an internal delivery system for smart responsive concrete.” Smart Mater Struct, 5(3), 297-300.

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