Time-Dependent Behavior of Self-Consolidating Concrete Loaded at Early Age: Influence of Chemical Admixtures-Reference-Cited by-同舟云学术

Time-Dependent Behavior of Self-Consolidating Concrete Loaded at Early Age: Influence of Chemical Admixtures

Published:2016-01 Issue:1 Volume:28 Page:04015066
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ghezal Aïcha F.¹,Assaf Gabriel J.²

Affiliation:

1. Materials Engineer, Dept. of Civil Engineering and Construction, École de Technologie Supérieure (ÉTS), 1100 Rue Notre-Dame Ouest, Montréal, QC, Canada H3C 1K3 (corresponding author).

2. Professor, Dept. of Civil Engineering and Construction, École de Technologie Supérieure (ÉTS), 1100 Rue Notre-Dame Ouest, Montréal, QC, Canada H3C 1K3.

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.1943-5533.0001308

Reference47 articles.

1. ACI. (2007). “Self-consolidating concrete.” ACI-237 R-07 Farmington Hills MI 30.

2. Creep, shrinkage, and cracking of restrained concrete at early age;Altoubat S. A.;ACI Mater. J.,2001

3. ASTM. (2004a). “Standard test method for length change of hardened hydraulic-cement mortar and concrete.” C157 West Conshohocken PA.

4. ASTM. (2004b). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496 West Conshohocken PA.

5. ASTM. (2005). “Standard test method for compressive strength of cylindrical concrete specimens.” C39 West Conshohocken PA.

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