Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete-Reference-Cited by-同舟云学术

Setting Time, Strength, and Bond of High-Calcium Fly Ash Geopolymer Concrete

Published:2015-07 Issue:7 Volume:27 Page:04014198
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Topark-Ngarm Pattanapong¹,Chindaprasirt Prinya²,Sata Vanchai³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Faculty of Engineering, Khon Kaen Univ., Khon Kaen 40002, Thailand.

2. Professor, Sustainable Infrastructure Research and Development Center, Dept. of Civil Engineering, Faculty of Engineering, Khon Kaen Univ., Khon Kaen 40002, Thailand (corresponding author).

3. Assisstant Professor, Sustainable Infrastructure Research and Development Center, Dept. of Civil Engineering, Faculty of Engineering, Khon Kaen Univ., Khon Kaen 40002, Thailand.

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.1943-5533.0001157

Reference54 articles.

1. American Concrete Institute (ACI). (1997). “State-of-the-art report on high-strength concrete.” 363R-92 Farmington Hills MI.

2. American Concrete Institute (ACI). (2003). “Bond and development of straight reinforcing bars in tension.” 408R-03 Farmington Hills MI 56.

3. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary.” 318-08 Farmington Hills MI.

4. Evaluation of ratio between splitting tensile strength and compressive strength for concretes up to 120 MPa and its application in strength criteria;Arioglu N.;ACI Mater. J.,2006

5. ASTM. (2000). “Standard specification for comparing concrete on basis of the bond developed with reinforcing steel.” C234 West Conshohocken PA.

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