Laboratory Evaluations of Long-Term Hydraulic Performance and Maintenance Requirements for Pervious Concrete Mixes: A Case Study in Southern Brazil-Reference-Cited by-同舟云学术

Laboratory Evaluations of Long-Term Hydraulic Performance and Maintenance Requirements for Pervious Concrete Mixes: A Case Study in Southern Brazil

Published:2016-06-20 Issue: Volume: Page:
ISSN:
Container-title:International Conference on Transportation and Development 2016
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Author:

Haselbach Liv¹²³³,Dutra Vanessa Fátima Pasa¹²³³,Schwetz Paulete¹²³³,da Silva Filho Luiz Carlos Pinto¹²³³

Affiliation:

1. Dept. of Civil and Environmental Engineering, Washington State Univ., P.O. Box 645815 Pullman, WA 99164-5815.

2. Civil Engineering Dept., Federal Univ. of Rio Grande do Sul, Av. Osvaldo Aranha, 99, 3º andar, 90035 - 190 Porto Alegre/RS – Brazil.

3. Laboratory for Testing and Modeling Structures, Federal Univ. of Rio Grande do Sul, Av. Bento Gonçalves, 9500 – Prédio 43436, 91509-900 Porto Alegre/RS – Brazil.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784479926.029

Reference16 articles.

1. ASTM. (2009). ASTM c1701 Standard Test Method for Infiltration Rate of In Place Pervious Concrete. ASTM International West Conshohocken PA USA.

2. ASTM. (2012). ASTM c1754 Standard Test Method for Density and Void Content of Hardened Pervious Concrete. ASTM International West Conshohocken PA USA.

3. Chopra M. E. Stuart M. Hardin I. Uhu and M. Wanielista. (2011). Pervious Pavements - Installation Operations and Strength. Part 1: Pervious Concrete Systems. Final Report for the Florida Department of Transportation FDOT Project Number: BDK78.

4. Delatte N. A. Mrkajic and D. Miller. (2009). "Field and Laboratory Evaluation of Pervious Concrete Pavements." Transportation Research Record: Journal of the Transportation Research Board No. 2113 Transportation Research Board of the National Academies Washington D.C. 132-139.

5. Potential for Clay Clogging of Pervious Concrete under Extreme Conditions

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