Moisture state of concrete in a coastal ridge

American Concrete Institute, ACI Special Publication

Volumn SP-170, Issue , 1997, Pages 825-833

  Sellevold, E J ^a   Larsen, C K ^b   Blankvoll, A A ^b  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

^b NONE

Author keywords

Bridges (structures); Concretes; Electrical properties; Moisture; Porosity; Water

Indexed keywords

DURABILITY; ELECTRIC CONDUCTIVITY; ELECTRIC MEASURING BRIDGES; ELECTRIC RESISTANCE; MOISTURE CONTROL; RESEARCH LABORATORIES;

BRIDGE REPAIRS; CONCRETE SAMPLES; ELECTRICAL RESISTANCE MEASUREMENT; ELECTRICAL RESISTANCES; FIELD MONITORING; LABORATORY MEASUREMENTS; MOISTURE STATE; ROUTINE MONITORING;

CONCRETES;

EID: 84881352374     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Elkey, W. and Sellevold, E.J. "Electrical resistivity of concrete": Norwegian Road Research Laboratory, Oslo, Norway, July I995, Publication no. 80.
2. Punkki, J. and Sellevold, E.J., "Capillary Suction in Concrete: Effects of Drying Procedure", Nordic Concrete Research No I, 1995, Norwegian Concrete Association, Oslo.
3. Baltzersen, B.M.L., "Electrical Resistance in Concrete", M.Sc. thesis at NTH, University ofTrondheim, Jan. 1996. (In Norwegian.)
4. Fluge, F. and Blankvoll, Aa., "The consequences of environmental loading on design criteria for concrete bridges", PIP-symposium on Post tensioned concrete structures, London, Sept. 1996.