Use of High Fineness of Fly Ash to Improve Properties of Recycled Aggregate Concrete

Author:

Tangchirapat Weerachart112,Buranasing Rak112,Jaturapitakkul Chai112

Affiliation:

1. Dept. of Civil Engineering, Faculty of Engineering, King Mongkut’s Univ. of Technology Thonburi (KMUTT), Bangkok 10140, Thailand.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference30 articles.

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

2. American Concrete Institute (ACI) Committee. (2005b). “Removal and reuse of hardened concrete.” ACI 555R-01 Detroit 26.

3. ASTM. (2001a). “Standard specification for concrete aggregates.” ASTM C-33 West Conshohocken Pa. 10–17.

4. ASTM. (2001b). “Standard test method for compressive strength of cylinder concrete specimens.” ASTM C-39/C-39M-01 West Conshohocken Pa. 18–22.

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

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