Frost salt scaling resistance improvement of GGBFS concrete by Na-MFP treatment

Proceedings - 8th International Conference on Concrete Pavements: Innovations for Concrete Pavement: Technology Transfer for the Next Generation

Volumn 1, Issue , 2005, Pages 259-267

  Çopuroglu, Oguzhan ^a   Fraaij, Alex ^a   Bijen, Jan ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

CEMENT CONCRETE; CEMENT MATRIX; GROUND GRANULATED BLAST FURNACE SLAG; MICROSTRUCTURAL CHARACTERISTICS; MORTAR PHASE; SCALING ATTACKS; SCALING RESISTANCE; SODIUM MONOFLUOROPHOSPHATE; WATER-TO-CEMENT RATIOS;

BLAST FURNACES; CEMENTS; CONCRETE CONSTRUCTION; CONCRETE PAVEMENTS; FURNACES; METAL REFINERIES; METALLURGICAL FURNACES; ROADS AND STREETS; SLAGS; TECHNOLOGY TRANSFER;

INNOVATION;

EID: 33747355630     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (11)

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4. Copuroglu, O., Fraaij, A. and Bijen, J. (2005). Effect of Na-MFP treatment on microstructure of blast furnace slag cement paste, (accepted for publication). 10th Euroseminar on microscopy applied to building materials, Paisley, Scotland.
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9. Stark, J. a. L., H.M. (1997). Freeze-Deicing Salt Resistance of Concrete Containing Blast Furnace Slag Cement. Freeze-Thaw Durability of Concrete, Sainte-Foy, Canada and Lund, Sweden, E&FN Spon.
10. Vasikari (1983). "Prevention of frost salt Action on concrete by Use of surface Sealant." Nordic Concrete Research 2.
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