Effects of W/B ratios and fly ash finenesses on chloride diffusion coefficient of concrete in marine environment

Materials and Structures/Materiaux et Constructions

Volumn 42, Issue 4, 2009, Pages 505-514

  Chalee, W ^a   Jaturapitakkul, C ^b  

^a BURAPHA UNIVERSITY   (Thailand)

^b KING MONGKUT'S UNIVERSITY OF TECHNOLOGY THONBURI   (Thailand)

Author keywords

Chloride diffusion; Finenesses; Fly ash; Marine environment; W B ratio

Indexed keywords

CEMENT CONCRETES; CHLORIDE CONCENTRATIONS; CHLORIDE DIFFUSION; CHLORIDE DIFFUSION COEFFICIENTS; CHLORIDE INGRESS; CHLORIDE PENETRATIONS; CONCRETE MIXTURES; CONCRETE SURFACES; EXPOSURE-TIME; FICK'S SECOND LAWS; FINENESSES; FLY ASH CONCRETES; FRESH WATERS; MARINE ENVIRONMENT; ONE-DIMENSIONAL ANALYSIS; PARTIAL REPLACEMENTS; THAILAND; TIDAL ZONES; W/B RATIO; WATER-TO-BINDER RATIOS;

BINDERS; CEMENT MANUFACTURE; CHLORINE COMPOUNDS; DIFFUSION; FLY ASH; PORTLAND CEMENT; REGRESSION ANALYSIS; WATER;

CONCRETES;

EID: 65049092244     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-008-9398-2     Document Type: Article

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