Structural Characterization of Iowa's Rubblized PCC Pavements

dc.contributor.author Kim, Sunghwan
dc.contributor.author Gopalakrishnan, Kasthurirangan
dc.contributor.author Ceylan, Halil
dc.contributor.author Ceylan, Halil
dc.contributor.department Civil, Construction and Environmental Engineering
dc.date 2018-02-15T17:53:00.000
dc.date.accessioned 2020-06-30T01:13:34Z
dc.date.available 2020-06-30T01:13:34Z
dc.date.copyright Sun Jan 01 00:00:00 UTC 2012
dc.date.embargo 2015-01-13
dc.date.issued 2012-01-01
dc.description.abstract <p>Rubblization is considered one of the sustainable surface preparation techniques before placing a hot mix asphalt (HMA) overlay that involves breaking the concrete pavement into pieces. The design of the structural overlay thickness for rubblized projects is difficult as the resulting structure is neither a true rigid pavement nor a true flexible pavement. The most important aspect of the design procedure is to characterize the rubblized concrete layer in terms of a layer coefficient and modulus for the empirical and the mechanistic-empirical (M-E) pavement design methods. This paper describes a field study undertaken to investigate the performance of rubblized pavements in Iowa, which includes characterization of the rubblized Portland cement concrete (PCC) layer (layer coefficient and modulus) using a neural networks-based layer moduli backcalculation program. The average rubblized PCC layer coefficient and backcalculated modulus of the rubblized layer in Iowa were found to be 0.19 and 539 MPa (78 ksi), respectively. The M-E design program developed in-house seems to estimate the HMA overlay thickness reasonably well to achieve long-lasting performance of HMA-overlaid rubblized PCC pavements.</p>
dc.description.comments <p>This is a manuscript of an article from <em>Journal of Transportation Engineering</em> 138 (2012): 406, doi: <a href="http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000348" target="_blank">10.1061/(ASCE)TE.1943-5436.0000348</a>.</p>
dc.format.mimetype application/pdf
dc.identifier archive/lib.dr.iastate.edu/ccee_pubs/52/
dc.identifier.articleid 1054
dc.identifier.contextkey 6524219
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath ccee_pubs/52
dc.identifier.uri https://dr.lib.iastate.edu/handle/20.500.12876/13961
dc.language.iso en
dc.source.bitstream archive/lib.dr.iastate.edu/ccee_pubs/52/2012_CeylanH_StructuralCharacterizationIowa_s_manuscript.pdf|||Sat Jan 15 00:46:28 UTC 2022
dc.source.uri 10.1061/(ASCE)TE.1943-5436.0000348
dc.subject.disciplines Civil and Environmental Engineering
dc.subject.disciplines Construction Engineering and Management
dc.subject.keywords CNDE
dc.subject.keywords hot mix asphalt
dc.subject.keywords mechanistic-empirical design
dc.subject.keywords neural networks
dc.subject.keywords pavement design and rehabilitation
dc.subject.keywords Portland cement concrete
dc.subject.keywords rubblization
dc.title Structural Characterization of Iowa's Rubblized PCC Pavements
dc.type article
dc.type.genre article
dspace.entity.type Publication
relation.isAuthorOfPublication 3cb73d77-de43-4880-939a-063f9cc6bdff
relation.isOrgUnitOfPublication 933e9c94-323c-4da9-9e8e-861692825f91
File
Original bundle
Now showing 1 - 1 of 1
Name:
2012_CeylanH_StructuralCharacterizationIowa_s_manuscript.pdf
Size:
223.19 KB
Format:
Adobe Portable Document Format
Description:
Collections