Effect of the Water to Binder Ratio and Ground Fly Ash on Properties of Recycled Aggregate Concrete

Author:

Somna Rattapon1234,Jaturapitakkul Chai1234,Chalee Wichian1234,Rattanachu Pokpong1234

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Faculty of Engineering, King Mongkut’s Univ. of Technology Thonburi, Bangkok 10140, Thailand.

2. Professor, Dept. of Civil Engineering, Faculty of Engineering, King Mongkut’s Univ. of Technology Thonburi, Bangkok 10140, Thailand (corresponding author).

3. Lecturer, Dept. of Civil Engineering, Faculty of Engineering, Burapha Univ., Chonburi 20131, Thailand.

4. Graduate Student, Dept. of Civil Engineering, Faculty of Engineering, King Mongkut’s Univ. of Technology Thonburi, Bangkok 10140, Thailand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Stress-Strain Relations and Modulus of Elasticity of Two-Stage Concrete

2. American Concrete Institute (ACI) Committee. (2005a). “Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05).” ACI 318 Detroit 430.

3. American Concrete Institute (ACI) Committee. (2005b). “Standard practice for selecting proportions for normal heavyweight and mass concrete (ACI 211.1-91).” ACI 211.1 Detroit 38.

4. Durability of recycled aggregate concrete using pozzolanic materials

5. The influence of retained moisture in aggregates from recycling on the properties of new hardened concrete

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