Design and Implementation of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels to Bridge Girders-Reference-Cited by-同舟云学术

Design and Implementation of Self-Consolidating Concrete for Connecting Precast Concrete Deck Panels to Bridge Girders

Published:2016-08 Issue:8 Volume:28 Page:04016058
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Cao Qi¹,Hwang Soo-Duck²,Khayat Kamal H.³,Morcous George⁴

Affiliation:

1. Assistant Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Lead Scientist, Center for Infrastructure and Engineering Studies, Missouri Univ. of Science and Technology, Rolla, MO 65409.

3. Professor, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409 (corresponding author).

4. Professor, Durham School of Architectural Engineering and Construction, Univ. of Nebraska-Lincoln, Omaha, NE 68182.

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.1943-5533.0001563

Reference22 articles.

1. ACI. (2010). “Guide for the use of shrinkage-compensating concrete.” ACI 223 Farmington Hills MI.

2. ASTM. (2008). “Standard test method for length change of hardened hydraulic-cement mortar and concrete.” ASTM C157/C157M West Conshohocken PA.

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

4. ASTM. (2010a). “Standard test method for expansion and bleeding of freshly mixed grouts for preplaced-aggregate concrete in the laboratory.” ASTM C940 West Conshohocken PA.

5. ASTM. (2010b). “Standard test method for static segregation of self-consolidating concrete using column technique.” ASTM C1610/C1610M West Conshohocken PA.

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