Key Fresh Properties of Self-Consolidating High-Strength POFA Concrete-Reference-Cited by-同舟云学术

Key Fresh Properties of Self-Consolidating High-Strength POFA Concrete

Published:2014-01 Issue:1 Volume:26 Page:134-142
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Safiuddin Md.¹,Salam Md. Abdus²,Jumaat Mohd. Zamin³

Affiliation:

1. Professor, School of Construction Management and Trades, Centre for Construction and Engineering Technologies, George Brown College, 160 Kendal Dr., Toronto, ON, Canada M5R 1M3; formerly, Research Associate, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Waterloo, 200 University Ave. West, Waterloo, ON, Canada N2L 3G1.

2. Assistant Professor, Dept. of Civil Engineering, Dhaka Univ. of Engineering and Technology (DUET), Gazipur 1700, Bangladesh (corresponding author).

3. Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Malaya, Kuala Lumpur 50603, Malaysia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000782

Reference50 articles.

1. American Concrete Institute (ACI). (2008). “Guide for selecting proportions for high-strength concrete using Portland cement and other cementitious materials.” ACI 211.4R-08 Detroit.

2. American Concrete Institute (ACI). (2010). “Report on high-strength concrete.” ACI 363R-10 Detroit.

3. ASTM. (2008). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” C618-08a West Conshohocken PA.

4. ASTM. (2009a). “Standard test method for fineness of hydraulic cement by the 45-μm (No. 325) sieve.” C430-08 West Conshohocken PA.

5. ASTM. (2009b). “Standard test method for slump flow of self-consolidating concrete.” C1611/C1611M-09b West Conshohocken PA.

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