Influence of Combined Transportation Time and Temperature on Flow Properties of Self-Consolidating Concrete-Reference-Cited by-同舟云学术

Influence of Combined Transportation Time and Temperature on Flow Properties of Self-Consolidating Concrete

Published:2014-06 Issue:6 Volume:26 Page:04014003
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ghafoori Nader¹,Diawara Hamidou²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, NV (corresponding author).

2. Univ. of Nevada, Las Vegas, NV.

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.1943-5533.0000879

Reference22 articles.

1. American Concrete Institute (ACI). (2007). “Self-consolidating concrete.” Committee 237 Detroit.

2. ASTM. (2001a). “Standard test method for density relative density (specific gravity) and absorption of coarse aggregate.” ASTM C 127 West Conshohocken PA 68–73.

3. ASTM. (2001b). “Standard test method for density relative density (specific gravity) and absorption of fine aggregate.” ASTM C 128 West Conshohocken PA 74–79.

4. ASTM. (2004a). “Standard specification for chemical admixture for concrete.” ASTM C 494 West Conshohocken PA 271–279.

5. ASTM. (2004b). “Standard specification for concrete aggregates.” ASTM C 33 West Conshohocken PA 10–16.

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