Clogging effects of portland cement pervious concrete

dc.contributor.advisor Vern R. Schaefer
dc.contributor.advisor Kejin Wang
dc.contributor.author Tong, Bin
dc.contributor.department Civil, Construction, and Environmental Engineering
dc.date 2018-08-11T10:16:23.000
dc.date.accessioned 2020-06-30T02:40:02Z
dc.date.available 2020-06-30T02:40:02Z
dc.date.copyright Sat Jan 01 00:00:00 UTC 2011
dc.date.embargo 2013-06-05
dc.date.issued 2011-01-01
dc.description.abstract <p>Portland Cement Pervious Concrete (PCPC) is a unique and effective mean to solve the important environmental issues and to support green, sustainable growth, by reducing stormwater and providing treatment of pollutants contained within. As a replacement for conventional impermeable pavement, PCPC has seen increasing used in recent year.</p> <p>Clogging of PCPC leading to potential problems in serviceability has been regarded as one of the primary drawbacks of PCPC systems. The clogging potential of three void ratios of pervious concrete were examined using three different soil types: sand, clayey silt and clayey silty sand. Pervious concrete cylindrical specimens were exposed to sediments mixed in water to simulate runoff with small and large load of soil sediments. Pressure washing, vacuuming and a combination of these were used as rehabilitation methods to clean the clogged specimens. The clogging tests were conducted using falling head permeability apparatus by allowing the "dirty water" to flow through the specimen. A clogging cycle included both clogging and cleaning procedure. The permeability was determined during the clogging procedure and after the cleaning procedure in each clogging cycle. 20 clogging cycles were repeated on each sample to simulate the 20 years of pavement service life.</p> <p>The results show that permeability reduction magnitude as well as rate and permeability recovery by rehabilitation are significantly affected by sediment types, void ratios of specimens, and selection of rehabilitation methods. The results provide a quantitative evaluation of the clogging effect of pervious concrete, and the comparison of tested rehabilitation methods in terms of permeability recovery.</p>
dc.format.mimetype application/pdf
dc.identifier archive/lib.dr.iastate.edu/etd/12048/
dc.identifier.articleid 3114
dc.identifier.contextkey 2808312
dc.identifier.doi https://doi.org/10.31274/etd-180810-303
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath etd/12048
dc.identifier.uri https://dr.lib.iastate.edu/handle/20.500.12876/26250
dc.language.iso en
dc.source.bitstream archive/lib.dr.iastate.edu/etd/12048/Tong_iastate_0097M_11825.pdf|||Fri Jan 14 19:11:33 UTC 2022
dc.subject.disciplines Civil and Environmental Engineering
dc.subject.keywords clogging effects
dc.subject.keywords maintenance
dc.subject.keywords permeability
dc.subject.keywords pervious concrete
dc.subject.keywords porosity
dc.subject.keywords sedimentation materials
dc.title Clogging effects of portland cement pervious concrete
dc.type article
dc.type.genre thesis
dspace.entity.type Publication
thesis.degree.level thesis
thesis.degree.name Master of Science
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