Rational use of terminal systems in Portland cement concrete pavements

dc.contributor.committeeChairWon, Moon C.
dc.contributor.committeeMemberJayawickrama, Priyantha W.
dc.contributor.committeeMemberSenadheera, Sanjaya
dc.creatorJaiswal, Harshita
dc.date.available2013-09-11T18:00:09Z
dc.date.issued2012-12
dc.description.abstractIt has long been stated that Portland cement concrete (PCC) pavements can grow and push bridges, resulting in damage to bridge structures. To protect bridge structures from damage due to the expansion of PCC pavements, three terminal systems are currently used in Texas: anchor lug (AL), wide-flange (WF), and expansion joint (EJ) systems. However, the effectiveness of these three systems has not been fully evaluated. This study investigated the parameters affecting the movements of continuously reinforced concrete pavement (CRCP) due to temperature variations near bridge terminal areas, whether thermal expansion of CRCP causes damage to bridge structures, and if it does, which terminal system is the most cost-effective. Field evaluations revealed that subbase friction plays an important role, and the movement of CRCP due to temperature variations was not excessive if the subbase friction is adequate and may not cause damage to the bridge structures. Most of the distresses near the bridge terminal areas were due to volume changes or instability in the embankment materials. The end movement of CRCP could be accommodated by a simple EJ system if there is adequate subbase friction. The benefits of WF and AL systems are doubtful considering their higher initial construction costs compared with that of a simple EJ system. On the other hand, it should be noted that in a few CRCP projects, observations were made of CRCP expanding beyond the thermal expansion limits, implying that there are other expansion mechanisms than thermal expansions. The investigation of CRCP expansions due to factors other than thermal volume changes was out of the scope of this project. Simple structural analysis showed that if CRCP expands beyond thermal expansion limits, it is practically impossible to restrain the slab expansions with known methods including the AL system.
dc.format.mimetypeapplication/pdf
dc.identifier.urihttp://hdl.handle.net/2346/50762
dc.language.isoen_US
dc.rights.availabilityUnrestricted.
dc.subjectContinuously reinforced concrete pavements (CRCP) expansions
dc.subjectTerminal systems
dc.subjectExpansion joint systems
dc.subjectWide flange system
dc.subjectAnchor lug system
dc.titleRational use of terminal systems in Portland cement concrete pavements
dc.typeDissertation
thesis.degree.departmentCivil and Environmental Engineering
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorTexas Tech University
thesis.degree.levelDoctoral
thesis.degree.nameDoctor of Philosophy

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