Properties of Self-Consolidating Concrete Made with High Volumes of Supplementary Cementitious Materials-Reference-Cited by-同舟云学术

Properties of Self-Consolidating Concrete Made with High Volumes of Supplementary Cementitious Materials

Published:2013-11 Issue:11 Volume:25 Page:1579-1586
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

El-Chabib Hassan¹,Syed Adnan²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Construction, Bradley Univ., Peoria, IL 61625 (corresponding author).

2. Graduate Student, Dept. of Civil Engineering and Construction, Bradley Univ., Peoria, IL 61625.

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.1943-5533.0000733

Reference23 articles.

1. Altoubat S. (2011). “Toward a sustainable SCC through the use of high volume fly ash and slag to reduce cement in SCC and the effect on its cracking potential.” Middle East Conf. on Sustainable Building Materials Univ. of Sharjah Sharjah U.A.E.

2. ASTM. (2004). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C496/C496M-04 West Conshohocken PA.

3. ASTM. (2007). “Standard practice for making and curing concrete test specimens in the laboratory.” ASTM C192-07 West Conshohocken PA.

4. ASTM. (2009a). “Standard practice for use of apparatus for the determination of length change of hardened cement paste mortar and concrete.” ASTM C490/C490M-09 West Conshohocken PA.

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

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