HIGH-PERFORMANCE CONCRETE: EARLY AGE CRACKING, PORE STRUCTURE, AND DURABILITY
Practical use of high-strength concrete in Norway has shown that it is susceptible to cracking at early ages, and that it normally is subjected to high curing temperatures due to high cement contents. The paper summarizes the results of a number of investigations at The Norwegian Institute of Technology and SINTEF research institute, both Trondheim, Norway. The topics are: Early volume changes in the binder phase and early cracking sensitivity of high-performance concrete; the consequences of elevated curing temperatures on pore structure characteristics, permeability to chloride ions and frost resistance of high-performance concrete.
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Corporate Authors:
American Concrete Institute (ACI)
38800 Country Club Drive
Farmington Hills, MI United States 48331 -
Authors:
- Sellevold, E J
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Conference:
- International Workshop on High Performance Concrete (Edited by Paul Zia)
- Location: Bangkok, Thailand
- Date: 1994-11-21 to 1994-11-22
- Publication Date: 1994
Language
- English
Media Info
- Pagination: p. 193-208
Subject/Index Terms
- TRT Terms: Binder content; Concrete curing; Fracture mechanics; High performance concrete; High strength concrete; Permeability
- Geographic Terms: Norway
- Subject Areas: Highways; Materials; I32: Concrete;
Filing Info
- Accession Number: 00728927
- Record Type: Publication
- Report/Paper Numbers: SP-159
- Files: TRIS
- Created Date: Nov 13 2001 12:00AM