Correlation of Rheological Properties to Durability and Strength of Hardened Concrete

Author:

Chidiac S. E.1,Maadani O.2,Razaqpur A. G.3,Mailvaganam N. P.4

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton ON, Canada L8S 4L7.

2. Technical Research Officer, Institute for Research in Construction, National Research Council Canada, Ottawa ON, Canada K1A 0R6.

3. Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa ON, Canada K1S 5B6.

4. Principal Research Officer, Institute for Research in Construction, National Research Council Canada, Ottawa ON, Canada K1A 0R6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. American Concrete Institute (ACI) Committee 211. (1991). “Standard practice for selecting proportions for normal heavy weight and mass concrete.” Farmington Hills Mich.

2. ASTM. (1983). “Standard test method for pulse velocity through concrete.” C 597-83 West Conshohocken Pa.

3. ASTM. (1991). “Standard test method for air content of freshly mixed concrete by the pressure method.” C 231-91 West Conshohocken Pa.

4. ASTM. (1992). “Standard test method for bleeding of concrete.” C 232-92 West Conshohocken Pa.

5. ASTM. (1996). “Standard test method for compressive strength of cylindrical concrete specimens.” C 39-96 West Conshohocken Pa.

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