Effect of Water Content on the Properties of Lightweight Alkali-Activated Slag Concrete

Author:

Yang Keun-Hyeok1234,Mun Ju-Hyun1234,Sim Jae-Il1234,Song Jin-Kyu1234

Affiliation:

1. Associate Professor, Dept. of Architectural Engineering, Kyonggi Univ., Suwon, Kyonggi-Do, South Korea (corresponding author).

2. Graduate Student, Dept. of Architectural Engineering, Mokpo National Univ., Mokpo, Chonnam, South Korea.

3. Graduate Student, Dept. of Architectural Engineering, Kyonggi Univ., Suwon, Kyonggi-Do, South Korea.

4. Professor, Dept. of Architectural Engineering, Chonnam National Univ., Gwangju, South Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference17 articles.

1. American Concrete Institute (ACI). (1994). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI 209R-92 Farmington Hills MI.

2. American Concrete Institute (ACI). (1998). “Standard practice for selecting proportions for structural lightweight concrete.” ACI 211.2-98 Farmington Hills MI.

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

4. British Standards Institution (BSI). (2004). “Eurocode 2: Design of concrete structures.” BS EN 1992-1-1-2004 London.

5. Strength and shrinkage properties of alkali-activated slag concrete containing porous coarse aggregate

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