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Establishing a Balance Between Mechanical and Durability Properties of Pervious Concrete Pavement

Received: 8 July 2016     Accepted: 16 July 2016     Published: 2 August 2016
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Abstract

The use of pervious concrete pavement (PCP) is significantly increasing due to reduction of road runoff and absorption of traffic noise. However, this type of pavement cannot be used for heavy traffic due to a high amount of voids and consequently low strength. This study focuses on the use of by-products as fine additives such as silica fume (SF) and fly ash (FA) for evaluating their effect on the mechanical and durability properties of PCP as an attempt to establish a balance between permeability and strength properties. The effect of coarse aggregate size, ratio of fine aggregate, specimen's size and curing periods were investigated. The results indicate that PCP provided acceptable permeability of 3.6 mm/s and 28 day compressive strength reaching to 33.0 MPa through the combination of FA and SF.

Published in American Journal of Traffic and Transportation Engineering (Volume 1, Issue 2)
DOI 10.11648/j.ajtte.20160102.11
Page(s) 13-25
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2016. Published by Science Publishing Group

Keywords

Pervious Concrete, Compressive Strength, Void Ratio, Permeability, Silica Fume, Fly Ash

References
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Cite This Article
  • APA Style

    Ahmed Ebrahim Abu El-Maaty. (2016). Establishing a Balance Between Mechanical and Durability Properties of Pervious Concrete Pavement. American Journal of Traffic and Transportation Engineering, 1(2), 13-25. https://doi.org/10.11648/j.ajtte.20160102.11

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    ACS Style

    Ahmed Ebrahim Abu El-Maaty. Establishing a Balance Between Mechanical and Durability Properties of Pervious Concrete Pavement. Am. J. Traffic Transp. Eng. 2016, 1(2), 13-25. doi: 10.11648/j.ajtte.20160102.11

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    AMA Style

    Ahmed Ebrahim Abu El-Maaty. Establishing a Balance Between Mechanical and Durability Properties of Pervious Concrete Pavement. Am J Traffic Transp Eng. 2016;1(2):13-25. doi: 10.11648/j.ajtte.20160102.11

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  • @article{10.11648/j.ajtte.20160102.11,
      author = {Ahmed Ebrahim Abu El-Maaty},
      title = {Establishing a Balance Between Mechanical and Durability Properties of Pervious Concrete Pavement},
      journal = {American Journal of Traffic and Transportation Engineering},
      volume = {1},
      number = {2},
      pages = {13-25},
      doi = {10.11648/j.ajtte.20160102.11},
      url = {https://doi.org/10.11648/j.ajtte.20160102.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajtte.20160102.11},
      abstract = {The use of pervious concrete pavement (PCP) is significantly increasing due to reduction of road runoff and absorption of traffic noise. However, this type of pavement cannot be used for heavy traffic due to a high amount of voids and consequently low strength. This study focuses on the use of by-products as fine additives such as silica fume (SF) and fly ash (FA) for evaluating their effect on the mechanical and durability properties of PCP as an attempt to establish a balance between permeability and strength properties. The effect of coarse aggregate size, ratio of fine aggregate, specimen's size and curing periods were investigated. The results indicate that PCP provided acceptable permeability of 3.6 mm/s and 28 day compressive strength reaching to 33.0 MPa through the combination of FA and SF.},
     year = {2016}
    }
    

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    T1  - Establishing a Balance Between Mechanical and Durability Properties of Pervious Concrete Pavement
    AU  - Ahmed Ebrahim Abu El-Maaty
    Y1  - 2016/08/02
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    T2  - American Journal of Traffic and Transportation Engineering
    JF  - American Journal of Traffic and Transportation Engineering
    JO  - American Journal of Traffic and Transportation Engineering
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    PB  - Science Publishing Group
    SN  - 2578-8604
    UR  - https://doi.org/10.11648/j.ajtte.20160102.11
    AB  - The use of pervious concrete pavement (PCP) is significantly increasing due to reduction of road runoff and absorption of traffic noise. However, this type of pavement cannot be used for heavy traffic due to a high amount of voids and consequently low strength. This study focuses on the use of by-products as fine additives such as silica fume (SF) and fly ash (FA) for evaluating their effect on the mechanical and durability properties of PCP as an attempt to establish a balance between permeability and strength properties. The effect of coarse aggregate size, ratio of fine aggregate, specimen's size and curing periods were investigated. The results indicate that PCP provided acceptable permeability of 3.6 mm/s and 28 day compressive strength reaching to 33.0 MPa through the combination of FA and SF.
    VL  - 1
    IS  - 2
    ER  - 

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Author Information
  • Civil Engineering Department, Faculty of Engineering, Minufiya University, Shibin Al Kawm, Egypt

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