Pollution and Purification Study of the Pervious Concrete Pavement Material

Author:

Lee Ming-Gin1,Tia Mang2,Chuang Shun-Hsing3,Huang Yishuo4,Chiang Chia-Liang5

Affiliation:

1. Professor, Dept. of Construction Engineering, Chaoyang Univ. of Technology, 168, Jifeng E. Rd., Wufeng District, Taichung 41349, Taiwan, R.O.C (corresponding author).

2. Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, Gainesville, FL 32611.

3. Professor, Dept. of Environmental Engineering and Management, Chaoyang Univ. of Technology, Wufeng District, Taichung 41349, Taiwan, R.O.C.

4. Assistant Professor, Dept. of Construction Engineering, Chaoyang Univ. of Technology, Wufeng District, Taichung 41349, Taiwan, R.O.C.

5. Assistant, Dept. of Construction Engineering, Chaoyang Univ. of Technology, Wufeng District, Taichung 41349, Taiwan, R.O.C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference21 articles.

1. American Concrete Institute (ACI). (2002). “Guide for selecting proportions for no-slump concrete.” ACI 211.3R-02 Farmington Hills MI 1–26.

2. American Concrete Institute (ACI). (2010). “Pervious concrete.” ACI 522R-10 Farmington Hills MI 1–25.

3. ASTM. (2007a). “Standard practice for making and curing concrete test specimens in the laboratory.” C192 West Conshohoken PA.

4. ASTM. (2007b). “Standard specification for portland cement.” C150 West Conshohoken PA.

5. ASTM. (2010). “Standard test method for flexural strength of concrete (using simple beam with center-point loading).” C293 West Conshohoken PA.

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