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

Ahmed Ebrahim Abu El-Maaty

doi:doi:10.11648/j.ajtte.20160102.11

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

Ahmed Ebrahim Abu El-Maaty

Published in American Journal of Traffic and Transportation Engineering (Volume 1, Issue 2)

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), 2024. Published by Science Publishing Group

Keywords

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

References

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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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TY  - JOUR
T1  - Establishing a Balance Between Mechanical and Durability Properties of Pervious Concrete Pavement
AU  - Ahmed Ebrahim Abu El-Maaty
Y1  - 2016/08/02
PY  - 2016
N1  - https://doi.org/10.11648/j.ajtte.20160102.11
DO  - 10.11648/j.ajtte.20160102.11
T2  - American Journal of Traffic and Transportation Engineering
JF  - American Journal of Traffic and Transportation Engineering
JO  - American Journal of Traffic and Transportation Engineering
SP  - 13
EP  - 25
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

Ahmed Ebrahim Abu El-Maaty

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

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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

Copy | Download

@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}
}

Copy | Download

TY  - JOUR
T1  - Establishing a Balance Between Mechanical and Durability Properties of Pervious Concrete Pavement
AU  - Ahmed Ebrahim Abu El-Maaty
Y1  - 2016/08/02
PY  - 2016
N1  - https://doi.org/10.11648/j.ajtte.20160102.11
DO  - 10.11648/j.ajtte.20160102.11
T2  - American Journal of Traffic and Transportation Engineering
JF  - American Journal of Traffic and Transportation Engineering
JO  - American Journal of Traffic and Transportation Engineering
SP  - 13
EP  - 25
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  -

Copy | Download