ME Design Approach for HMA Overlaid PCC Pavements Ceylan, Halil Mathews, Reshma Ceylan, Halil Kota, Tejeswi Gopalakrishnan, Kasthurirangan Coree, Brian
dc.contributor.department Institute for Transportation 2018-02-15T20:41:53.000 2020-06-30T04:52:09Z 2020-06-30T04:52:09Z Sat Jan 01 00:00:00 UTC 2005 2015-02-24 2005-08-01
dc.description.abstract <p>Highway pavements of portland cement concrete (PCC) type usually deteriorate due to distresses caused by a combination of traffic loads and weather conditions. The need for repair or rehabilitation depends on the type and level of distress. Repair and rehabilitation activities are carried out to extend the service life of the existing pavements. As total reconstruction is very expensive and time-consuming, rehabilitation is frequently considered to be a better alternative.</p>
dc.description.comments <p>RESEARCH PROJECT TITLE: Rehabilitation of Concrete Pavements Utilizing Rubblization and Crack and Seat Methods</p>
dc.format.mimetype application/pdf
dc.identifier archive/
dc.identifier.articleid 1059
dc.identifier.contextkey 6715813
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath intrans_techtransfer/57
dc.language.iso en
dc.source.bitstream archive/|||Sat Jan 15 00:58:45 UTC 2022
dc.subject.disciplines Civil and Environmental Engineering
dc.subject.disciplines Construction Engineering and Management
dc.subject.keywords fractured PCC pavements
dc.subject.keywords HMA overlays
dc.subject.keywords mechanistic-empirical design
dc.subject.keywords rubblization
dc.title ME Design Approach for HMA Overlaid PCC Pavements
dc.type article
dc.type.genre report
dspace.entity.type Publication
relation.isAuthorOfPublication 3cb73d77-de43-4880-939a-063f9cc6bdff
relation.isOrgUnitOfPublication 0cffd73a-b46d-4816-85f3-0f6ab7d2beb8
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