Pervious Concrete Mixture Proportions for Improved Freeze-Thaw Durability

    Volume 5, Issue 2 (February 2008)

    ISSN: 1546-962X

    CODEN: JAIOAD

    Published Online: 8 February 2008

    Page Count: 12


    Kevern, J. T.
    Ph.D. StudentProfessor of Civil EngineeringAssociate Professor of Civil EngineeringLecturer, Iowa State University Department of Civil, Construction, and Environmental, Engineering, Ames, Iowa

    Schaefer, V. R.
    Ph.D. StudentProfessor of Civil EngineeringAssociate Professor of Civil EngineeringLecturer, Iowa State University Department of Civil, Construction, and Environmental, Engineering, Ames, Iowa

    Wang, K.
    Ph.D. StudentProfessor of Civil EngineeringAssociate Professor of Civil EngineeringLecturer, Iowa State University Department of Civil, Construction, and Environmental, Engineering, Ames, Iowa

    Suleiman, M. T.
    Ph.D. StudentProfessor of Civil EngineeringAssociate Professor of Civil EngineeringLecturer, Iowa State University Department of Civil, Construction, and Environmental, Engineering, Ames, Iowa

    (Received 21 June 2007; accepted 7 January 2008)

    Abstract

    Recent stormwater management regulations from the Environmental Protection Agency (EPA) and greater emphasis on sustainable development has increased interest in pervious pavement as a method for reducing stormwater runoff and improving stormwater quality. Pervious concrete is one of several pervious pavement systems that can be used to reduce stormwater runoff and treat stormwater on site. Pervious concrete systems have been used and are being proposed for all parts of the United States, including northern climates where severe freezing and thawing can occur. The purpose of the research is to develop pervious concrete mixtures that have sufficient porosity for stormwater infiltration along with desirable porosity, strength, and freeze-thaw durability. In this research, concrete mixtures were developed with single-sized river gravel aggregate (4.75 mm) and constant binder contents, together with high range water reducer. River sand was used as a replacement for up to 7 % coarse aggregate. Two different types of polypropylene fibers (a shorter fibrillated variable-length and a longer fibrillated single-length) were incorporated at several addition rates from 0 to 0.1 % by volume of concrete. The engineering properties of the aggregate were evaluated along with the porosity, permeability, strength, and freeze-thaw durability of selected concrete mixtures. The results indicate that the use of sand and fibers provided beneficial effects on pervious concrete properties, including increased strength, maintained or improved permeability, and enhanced freeze-thaw resistance.


    Paper ID: JAI101320

    DOI: 10.1520/JAI101320

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    Title Pervious Concrete Mixture Proportions for Improved Freeze-Thaw Durability
    Symposium , 0000-00-00
    Committee C09