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dc.contributor.advisorZollinger, Dan
dc.creatorNeshvadian Bakhsh, Keivan
dc.date.accessioned2015-02-05T20:58:46Z
dc.date.available2016-08-01T05:30:10Z
dc.date.created2014-08
dc.date.issued2014-08-11
dc.date.submittedAugust 2014
dc.identifier.urihttps://hdl.handle.net/1969.1/153575
dc.description.abstractThe primary purpose of sealing joints in rigid pavement is to prevent or reduce the amount of water infiltrating into pavement structure. It is well accepted that the presence of moisture in a pavement structure is a contributor to a variety of governing distress types that eventually deteriorates the pavement structure and decreases the pavement service life. Effectiveness of joint sealants to protect jointed concrete pavement against water related distresses has been a focus of great interest recently. An experimental program was carried out on the Riverside Campus of Texas A&M University to study the effectiveness of different sealant types to limit drainage related infiltration of the joint under different joint openings and bonding conditions. Results confirmed that if joint seals are properly installed, they can be very effective in preventing moisture infiltration. Unsealed joints had significantly higher flow rates compared to joints with damaged sealants. The test results in this study have also demonstrated the effect of sealant proper installation on performance. Using experimental data the actual number of wet days was defined and analyzed. A faulting prediction model was developed. The erosion resistance of materials, number of wet days and traffic load were precisely defined and considered in this model. The mechanistic empirical model presented in this dissertation can effectively analyze the faulting and erosion in jointed concrete pavements. The model is capable to be calibrated for local conditions as a distinct advantage over other faulting models. The model was successfully implemented and calibrated into a computerized format. Results show that the model fits well with the field data and can be implemented for design and maintenance management purposes. By using the model the effectiveness of sealant in pavement sustainability can be determined. The most valuable outcome of this study is the demonstration mechanistically of the role of joint sealing on service life of jointed concrete pavements. Sealants, by limiting water infiltration into the pavement sublayers, can greatly improve concrete pavement performance.en
dc.format.mimetypeapplication/pdf
dc.language.isoen
dc.subjectPavement Infrastructureen
dc.subjectPavement Sustainabilityen
dc.subjectConcrete Pavementen
dc.subjectPavement Performanceen
dc.subjectPavement Materialsen
dc.subjectPavement Mechanistic Empirical Modelingen
dc.subjectSealant Effectivenessen
dc.subjectJoint Sealanten
dc.subjectSeal/no Sealen
dc.subjectInfiltration Testen
dc.subjectFlow Testen
dc.subjectSealant Adhesive Failureen
dc.subjectSealant Installationen
dc.subjectSubbase Erosionen
dc.subjectSubgrade Erosionen
dc.subjectPavement Drainageen
dc.subjectFaulting Mechanismen
dc.subjectFaulting Damage Modelingen
dc.subjectFaulting Distressen
dc.subjectHamburg Erosion Testen
dc.subjectPavement Interface Shear Stressen
dc.subjectPavement Interface Shear Strengthen
dc.subjectPavement Management Performance Modelingen
dc.subjectInfrastructure Managmenten
dc.titlePerformance Based Mechanistic-Empirical Approach to Assess Joint Sealant Effectiveness on Sustainability of Concrete Pavement Infrastructureen
dc.typeThesisen
thesis.degree.departmentCivil Engineeringen
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorTexas A & M Universityen
thesis.degree.nameDoctor of Philosophyen
thesis.degree.levelDoctoralen
dc.contributor.committeeMemberLytton, Robert
dc.contributor.committeeMemberLittle, Dallas
dc.contributor.committeeMemberHerbert, Bruce
dc.type.materialtexten
dc.date.updated2015-02-05T20:58:46Z
local.embargo.terms2016-08-01
local.etdauthor.orcid0000-0002-1211-6786


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