Behavior and Performance of High Performance Concrete for Pavements

dc.contributor.advisorGoulias, Dimitrios Gen_US
dc.contributor.advisorSchwartz, Charles Wen_US
dc.contributor.advisorAggour, M. Sen_US
dc.contributor.authorKim, Haejinen_US
dc.contributor.departmentCivil Engineeringen_US
dc.date.accessioned2004-05-31T20:33:33Z
dc.date.available2004-05-31T20:33:33Z
dc.date.issued2003-11-24en_US
dc.description.abstractUnder TE 30, High Performance Concrete Pavement program, several states are undertaking a variety of innovative research in high performance concrete pavement materials and innovative design/construction features. This project addressed the needs of Maryland State Highway Authority in exploring the use of fiber reinforced and low shrinkage concrete in pavements. Past experience with these materials have indicated i) potential benefits in flexural fatigue resistance and reduction in crack development, and ii) potential reduction in slab warping effects with implications on pavement slab longevity. The objective of this study was to examine the design and lab performance of these materials for Maryland conditions, monitor their lab and field performance, and quantify potential benefits. Extensive fatique modeling was undertaken for developing the fatigue relationships and SN curves for these mixtures. In addition, finite element analysis (FEM) was used to model the behavior of these materials in field conditions and developing the base analytical model to be used in comparing future behavior and performance of the pavement test sections with these mixtures.en_US
dc.format.extent1603156 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.urihttp://hdl.handle.net/1903/294
dc.language.isoen_US
dc.relation.isAvailableAtDigital Repository at the University of Marylanden_US
dc.relation.isAvailableAtUniversity of Maryland (College Park, Md.)en_US
dc.subject.pqcontrolledEngineering, Civilen_US
dc.titleBehavior and Performance of High Performance Concrete for Pavementsen_US
dc.typeThesisen_US

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