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Evaluation of Structural Dome Formwork Systems in Concrete Pavement ApplicationsKivi, Aleks Kristjan January 2013 (has links)
The concrete pavement industry is actively seeking new and innovative solutions to build more economical, more sustainable and more durable roads. Cupolex® is one innovative product that is being evaluated for use as a concrete pavement technology. This product consists of interlocking, modular, dome-shaped plastic units that serve as a permanent formwork within the concrete pavement structure. The resulting product is a concrete pavement slab with a system of interconnected vault-like voids below the surface. The dome shape is capable of providing carrying capacities equivalent to conventional slabs, but requires less concrete to do so, and also provides additional drainage and ventilation benefits.
A collaborative research effort was undertaken to evaluate the feasibility of using Cupolex® in road and highway applications. As part of this study, a full-scale, instrumented trial section was designed and constructed to evaluate pavement performance in an accelerated loading scenario.
This thesis presents this evaluation of the Cupolex® technology in a pavement application through the evaluation of numerous parameters during the pavement’s first year of service. Strain gauge data, pressure cell data, moisture probe data, Falling Weight Deflectometer testing results and visual condition surveys are all used to assess performance.
The results obtained to date indicate that Cupolex® has great potential as a concrete pavement technology. The trial pavement sections are performing very well after one year of service, carrying heavily loaded aggregate trucks in the harsh Canadian climate. Over 1.3 million cumulative Equivalent Single Axle Loads (ESALs) have been applied to the pavement to date without any significant pavement degradation. The findings obtained also indicate that the Cupolex® technology can provide significant material and potential cost savings, when compared to conventional jointed plain concrete pavements.
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The effect of asphalt content and temperature on the triaxial properties of an asphalt concrete mixCox, Bobby Eugene 08 1900 (has links)
No description available.
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Evaluation of Structural Dome Formwork Systems in Concrete Pavement ApplicationsKivi, Aleks Kristjan January 2013 (has links)
The concrete pavement industry is actively seeking new and innovative solutions to build more economical, more sustainable and more durable roads. Cupolex® is one innovative product that is being evaluated for use as a concrete pavement technology. This product consists of interlocking, modular, dome-shaped plastic units that serve as a permanent formwork within the concrete pavement structure. The resulting product is a concrete pavement slab with a system of interconnected vault-like voids below the surface. The dome shape is capable of providing carrying capacities equivalent to conventional slabs, but requires less concrete to do so, and also provides additional drainage and ventilation benefits.
A collaborative research effort was undertaken to evaluate the feasibility of using Cupolex® in road and highway applications. As part of this study, a full-scale, instrumented trial section was designed and constructed to evaluate pavement performance in an accelerated loading scenario.
This thesis presents this evaluation of the Cupolex® technology in a pavement application through the evaluation of numerous parameters during the pavement’s first year of service. Strain gauge data, pressure cell data, moisture probe data, Falling Weight Deflectometer testing results and visual condition surveys are all used to assess performance.
The results obtained to date indicate that Cupolex® has great potential as a concrete pavement technology. The trial pavement sections are performing very well after one year of service, carrying heavily loaded aggregate trucks in the harsh Canadian climate. Over 1.3 million cumulative Equivalent Single Axle Loads (ESALs) have been applied to the pavement to date without any significant pavement degradation. The findings obtained also indicate that the Cupolex® technology can provide significant material and potential cost savings, when compared to conventional jointed plain concrete pavements.
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Analysis of crack propagation in asphalt concrete using a cohesive crack model /Perng, Jia-Der, January 1989 (has links)
Thesis (M.S.)--Ohio State University, 1989. / Includes bibliographical references.
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Evaluation of the use of reclaimed asphalt pavement in stone matrix asphalt mixturesVargas-Nordcbeck., Adriana, January 2007 (has links) (PDF)
Thesis (M.S.)--Auburn University, 2007. / Abstract. Vita. Includes bibliographic references (ℓ. 128-132)
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An evaluation of the effects of various design parameters on the air voids of asphalt concrete specimensHypes, Matthew. January 2008 (has links)
Thesis (M.S.)--West Virginia University, 2008. / Title from document title page. Document formatted into pages; contains vi, 58 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 40).
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Development of flexible pavement rut prediction models from the NCAT test track structural study sections dataSelvaraj, Suresh Immanuel. January 2007 (has links) (PDF)
Thesis (Ph.D.)--Auburn University, 2007. / Abstract. Vita. Includes bibliographic references (ℓ.186-202)
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Performance analysis of bases for flexible pavementMahasantipiya, Sedtha. January 2000 (has links)
Thesis (Ph. D.)--Ohio University, June, 2000. / Title from PDF t.p.
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Effects of pavement type on traffic noise levelsAmbroziak, Matt J. January 1999 (has links)
Thesis (M.S.)--Ohio University, June, 1999. / Title from PDF t.p.
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Construction and maintenance of Kansas City boulevard pavementsBenedict, Ralph Robert. January 1916 (has links) (PDF)
Thesis (Professional Degree)--University of Missouri, School of Mines and Metallurgy, 1916. / The entire thesis text is included in file. Typescript. Ralph R. Benedict determined to be Ralph Robert Benedict from "Forty-First Annual Catalogue. School of Mines and Metallurgy, University of Missouri". Title from title screen of thesis/dissertation PDF file (viewed April 14, 2009)
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