Long-Term Field Performance of Pervious Concrete Pavement
Joint Authors
Campbell, Blake
Littlewood, David
Radlińska, Aleksandra
Greising, Kathryn
Welker, Andrea
Source
Issue
Vol. 2012, Issue 2012 (31 Dec. 2012), pp.1-9, 9 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2012-05-07
Country of Publication
Egypt
No. of Pages
9
Main Subjects
Abstract EN
The work described in this paper provides an evaluation of an aged pervious concrete pavement in the Northeastern United States to provide a better understanding of the long-lasting effects of placement techniques as well as the long-term field performance of porous pavement, specifically in areas susceptible to freezing and thawing.
Multiple samples were taken from the existing pavement and were examined in terms of porosity and unit weight, compressive and splitting tensile strength, and the depth and degree of clogging.
It was concluded that improper placement and curing led to uneven pavement thickness, irregular pore distribution within the pervious concrete, and highly variable strength values across the site, as well as sealed surfaces that prevented infiltration.
American Psychological Association (APA)
Radlińska, Aleksandra& Welker, Andrea& Greising, Kathryn& Campbell, Blake& Littlewood, David. 2012. Long-Term Field Performance of Pervious Concrete Pavement. Advances in Civil Engineering،Vol. 2012, no. 2012, pp.1-9.
https://search.emarefa.net/detail/BIM-467519
Modern Language Association (MLA)
Radlińska, Aleksandra…[et al.]. Long-Term Field Performance of Pervious Concrete Pavement. Advances in Civil Engineering No. 2012 (2012), pp.1-9.
https://search.emarefa.net/detail/BIM-467519
American Medical Association (AMA)
Radlińska, Aleksandra& Welker, Andrea& Greising, Kathryn& Campbell, Blake& Littlewood, David. Long-Term Field Performance of Pervious Concrete Pavement. Advances in Civil Engineering. 2012. Vol. 2012, no. 2012, pp.1-9.
https://search.emarefa.net/detail/BIM-467519
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-467519