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2014 | OriginalPaper | Buchkapitel

8. Pervious Concrete

verfasst von : John T. Kevern

Erschienen in: Climate Change, Energy, Sustainability and Pavements

Verlag: Springer Berlin Heidelberg

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Abstract

The applications and benefits of using pervious concrete are immense and include everything from the common stormwater mitigation to more uncommon applications such as permafrost mitigation. This chapter will discuss the fundamental properties and behaviors of pervious concrete to provide background for future designs. Since stormwater management is covered in detail in the permeable pavements chapter, this chapter will discuss the aspects and applications unique to pervious concrete.

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Vorheriges Kapitel Permeable Pavements and Storm Water Management

Nächstes Kapitel Photocatalytic Pavements

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Asadi, S., Hassan, M., Kevern, J.T., Rupnow, T.R. (2012). Development of photocatalytic pervious concrete pavement for air and stormwater improvements. Transportation Research Record: Journal of the Transportation Research Board, No. 2290, pp. 161–167. Washington, D.C.: Transportation Research Board of the National Academies. doi: 10.3141/2290-21.

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Cackler, T., Alleman, J., Kevern, J.T., Sikkema, J. (2012). Technology demonstrations project: environmental impact benefits with “TX active” concrete pavement in Missouri DOT two-lift highway construction demonstration. A report from the National Concrete Pavement Technology Center (CP Tech Center) for FHWA, pp 119. Ames, IA: Iowa State University.

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Goede, W., & Haselbach, l. (2012). Investigation into the structural performance of pervious concrete. ASCE Journal of Transportation Engineering, 138(1), 98–104.CrossRef

Grahl, N., Kevern, J.T., Richardson, J. (2013). Hydraulic design of pervious concrete shoulders. International concrete sustainability conference, National Ready Mixed Concrete Association, May 6–8, San Francisco, CA.

Haselbach, L., Boyer, M., Kevern, J.T., Schaefer, V.R. (2011). Cyclic heat island impacts in traditional versus pervious concrete pavement systems. Transportation Research Record: Journal of the Transportation Research Board, No. 2240, pp. 107-115. Washington, D.C.: Transportation Research Board of the National Academies. doi: 10.3141/2240-14.

Haselbach, L., Poor, C., Tilson, J. (2014). Dissolved Zinc and Copper retention from stormwater runoff in ordinary portland cement pervious concrete. Construction Building Materials 53, 652–657 (accepted at time of print).

Kevern, J. T. (2006). Mix design determination for freeze-thaw resistant portland cement pervious concrete. Master’s thesis. Ames, IA: Iowa State University.

Kevern, J.T., Wang, K., Schaefer, V. R. (2008a). Pervious concrete in severe exposures development of pollution-reducing pavement for northern cities. ACI Concrete International Magazine, 30, 43–49.

Kevern, J.T., Schaefer, V.R., Wang, K., Suleiman, M.T. (2008b). Pervious concrete mixture proportions for improved freeze-thaw durability. Journal of ASTM International 5(2) doi 10.1520/JAI101320.

Kevern, J. T., Wang, K., Schaefer, V. R. (2008c). A novel approach to determine entrained air content in pervious concrete. Journal of ASTM International 5(2), doi 10.1520/JAI101434.

Kevern, J.T. (2008). Advancements in pervious concrete technology. Ph.D. Dissertation. Ames, IA: Iowa State University.

Kevern, J.T., Schaefer, V.R., Wang, K. (2009a). Temperature behavior of a pervious concrete system. Transportation Research Record: Journal of the Transportation Research Board (TRB), Concrete Materials, No. 2098, pp. 94–101. Washington D.C.: Transportation Research Board of the National Academies. doi 10.3141/2098-10.

Kevern, J.T., Schaefer, V.R., Wang, K. (2009b). Predicting performance of pervious concrete using unit weight, NRMCA Concrete infocus Magazine, Reprinted from the Proceedings of the 2009 NRMCA Concrete Technology Forum – Focus on Performance Prediction, Silver Springs, MD, Nov–Dec.

Kevern, J.T., Wang, K., Schaefer, V.R. (2009c). Test methods for characterizing air void systems in portland cement pervious concrete. Journal of ASTM International Selected Technical Papers STP 1511 Recent Advancements in Concrete Freezing and Thawing (FT) Durability, Vol. 6, No. 9, October.

Kevern, J. T., Schaefer, V. R., Wang, K. (2009d). The effect of curing regime on pervious concrete abrasion resistance. Journal of Testing and Evaluation 37(4), JTE101761.

Kevern, J.T., & Montgomery, J. (2010). Hitting the mark: A case study of a pervious concrete quality assurance program. ACI Concrete International Magazine, March.

Kevern, J. T., Wang, K., Schaefer, V. R. (2010). The effect of coarse aggregate on the freeze-thaw durability of pervious concrete. American Society of Civil Engineers Journal of Materials in Civil Engineering 22(5), 469–475.

Kevern, J.T., Schaefer, V.R., Wang, K. (2011). Mixture proportion development and performance evaluation for pervious concrete for overlay applications. ACI Materials Journal, July–August, Title No. 108-M47, 108(4), 439–448.

Kevern, J.T. (2011a). Design of pervious concrete mixtures. Design software distributed by the National Pervious Concrete Paving Association (NPCPA) http://www.npcpa.org/, V3.0, CD-ROM.

Kevern, J.T. (2011b). Operation and maintenance of pervious concrete pavements. 90th Annual Transportation Research Board Annual Meeting, p. 16, Washington D.C., January 23–27, 2011.

Kevern, J.T., & Farney, C. (2012). Reducing curing requirements for pervious concrete using a superabsorbent polymer for internal curing. Transportation Research Record: Journal of the Transportation Research Board, No. 2290, pp. 115–121. Washington, D.C.: Transportation Research Board of the National Academies. doi 10.3141/2290-15.

Kevern, J. T., King, G. W., & Bruetsch, A. (2012). Pervious concrete surface characterization to reduce slip-related falls. American Society of Civil Engineers Journal of Performance of Constructed Facilities,. doi:10.1061/(ASCE)CF.1943-5509.0000263.

King, G. W., Bruetsch, A., & Kevern, J. T. (2013). Slip-Related characterization of gait kinetics: investigation of pervious concrete as a slip-resistant walking surface. Safety Science, 57, 52–59. doi:10.1016/j.ssci.2013.01.023.CrossRef

Kevern, J.T. (2014a). Evaluating Permeability and Infiltration Requirements for Pervious Concrete. ASTM Journal of Testing and Evaluation (accepted at time of print).

Kevern, J.T., Biddle, D., Cao, Q. (2014). Effect of macro-synthetic fibers on pervious concrete properties. ASCE Journal of Materials in Civil Engineering (accepted at time of print).

Kevern, J.T. (2014b). Reducing the curing requirements of pervious concrete using prewetted lightweight aggregate for internal curing. Report from the University of Missouri-Kansas City to the Expanded Clay, Shale, and Slate Institute, p. 14.

Li, H. (2012). Evaluation of cool pavement strategies for heat island mitigation (improving outdoor thermal environment in hot climates through cool pavement design strategies), p. 389. Ph.D. Dissertation, Department of Civil and Environmental Engineering, University of California, Davis, Research Report UCD-ITS-RR-12-33.

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Schaefer, V.R., Kevern, J.T., Izevbekhai, B., Wang, K., Cutler, H., Wiegand, P. (2010). Construction and performance of the pervious concrete overlay at MnROAD. Transportation Research Record: Journal of the Transportation Research Board (TRB), Concrete Materials, No. 2164, pp. 82–88. Washington D.C.: Transportation Research Board of the National Academies, doi 10.3141/2164-11.

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Vancura, M., MacDonald, K., Khazanovich, L. (2012). Location and depth of pervious concrete clogging material before and after void maintenance with common municipal utility vehicles. ASCE Journal of Transportation Engineering 138(3), 332–338.

Titel: Pervious Concrete
verfasst von: John T. Kevern
Verlag: Springer Berlin Heidelberg
Buch: Climate Change, Energy, Sustainability and Pavements
Print ISBN: 978-3-662-44718-5

Electronic ISBN: 978-3-662-44719-2

Copyright-Jahr: 2014
DOI: https://doi.org/10.1007/978-3-662-44719-2_8