Effect of Rejuvenation Methods on the Infiltration Rates of Pervious Concrete Pavements

Author:

Chopra Manoj12345,Kakuturu Sai12345,Ballock Craig12345,Spence Joshua12345,Wanielista Marty12345

Affiliation:

1. Associate Professor, Dept. of Civil, Environmental and Construction Engineering (CECE), Univ. of Central Florida, 4000 Central Florida Blvd., Orlando, FL 32816-2450 (corresponding author).

2. Visiting Faculty, Dept. of CECE, Univ. of Central Florida, 4000 Central Florida Blvd., Orlando, FL 32816-2450.

3. Project Engineer, Geotechnical and Environmental Consultants, 919 Lake Baldwin Ln., Orlando, FL 32814; formerly, Graduate Student, CECE, UCF, Orlando, FL 32816.

4. Project Engineer, Inwood Consulting Engineers, 3000 Dovera Dr., Suite 200, Oviedo, FL 32765; formerly, Graduate Student, Dept. of CECE, UCF, Orlando, FL 32816.

5. Director, Stormwater Management Academy, Univ. of Central Florida, 4000 Central Florida Blvd., Orlando, FL 32816-2450.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Reference19 articles.

1. American Concrete Institute. (2006). “Pervious concrete.” ACI Committee 522 Publication No. 522R-06 American Concrete Institute Farmington Hills Mich.

2. ASTM. (2003). “Standard test method for infiltration rate of soils in field using double-ring infiltrometer.” ASTM D3385 ASTM Int. West Conshohocken Pa.

3. ASTM. (2007). “Standard test method for density and unit weight of soil in place by the sand-cone method.” ASTM D1556 ASTM Int. West Conshohocken Pa.

4. Bean E. Z. Hunt W. F. and Bidelspach D. A. (2004). “Study on the surface infiltration of permeable pavements.” Proc. 2004 World Water and Environmental Resources Congress: Critical Transitions in Water and Environmental Resources Management ASCE Environmental and Water Resources Institute (EWRI) Reston Va. 749–758.

5. Field Survey of Permeable Pavement Surface Infiltration Rates

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