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An experimental study of the deformational and performance characteristics of foamed bitumen stabilised pavements : a thesis submitted in partial fulfilment of the requirements for the degree pf Doctor of Philosophy in the University of Canterbury /Gonzalez, Alvaro, January 2009 (has links)
Thesis (Ph. D.)--University of Canterbury, 2009. / Typescript (photocopy). Includes bibliographical references. Also available via the World Wide Web.
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Cement stabilization of aggregate base materials blended with reclaimed asphalt pavement /Brown, Ashley Vannoy, January 2006 (has links) (PDF)
Thesis (M.S.)--Brigham Young University. Dept. of Civil and Environmental Engineering, 2006. / Includes bibliographical references (p. 39-40).
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Bond shear strength of a rigid pavement system with a roller compacted concrete baseKreuer, Blake R. January 2006 (has links)
Thesis (M.S.)--Cleveland State University, 2006. / Includes bibliographical references (p. 102-106).
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Effects of reclaimed asphalt pavement on mechanical properties of base materials /Cooley, Dane A., January 2005 (has links) (PDF)
Thesis (M.S.)--Brigham Young University. Dept. of Civil and Environmental Engineering, 2005. / Includes bibliographical references (p. 61-63).
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An investigation of the effects of temperature and frequency on asphalt pavement strain using an accelerated testing systemGould, Jonathan Scott. January 2007 (has links)
Thesis (M.S.) -- Worcester Polytechnic Institute. / Keywords:strain; MMLS3; temperature; frequency; accelerated pavement testing; hot mix asphalt. Includes bibliographical references (p.71-72).
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Structural classification of granular base pavements using measured deflection bowl parametersJooste, Fritz Joubert 15 April 2014 (has links)
M.Ing. (Civil Engineering) / The: structural classification of granular base pavements by means of resilient deflection bowl parameters measured by the Impulse Deflection Meter and application of measured deflections at network level were investigated. The Investigation consisted of a mechanistic analysis and an analysis of observed field results. Curves for structural classification of granular base pavements obtained by regression are presented. The Curves obtained by the analysis of field observations compare well with local experience and theoretical failure criteria. It was found that the mechanistic model used in this study did not yield satisfactory results when simulating deflection behaviour through linear elastic programs. The parameters recommended for future use are Maximum Deflection (Y-rnax), Base Layer Index, or DLl (formerly SCI), Middle Layer Index, or MLl (formerly DOl) and Radius of Curvature. The use of deflection measurements at network level was also investigated. A method for calculating a Structural Stiffness Index to be incorporated into Pavement Management Systems as a Structural Indicator is proposed. Recommendations regarding the density of testing and identification of roads for testing at network level are also made. Several factors influencing deflections and structural bearing capacity are discussed and some recommendation." are made. The main factors influencing deflections and predicted pavement structural capacity were shown to be Temperature, Seasonal Influences and Condition of Surfacing. Further research into the specific influence of these factors on deflections and hearing capacity is needed.
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PERMANENT DEFORMATION CHARACTERISTICS OF DUNE SAND-ASPHALTAl-Juraiban, Sulaiman Abdullah January 1979 (has links)
No description available.
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A study of asphalt bridge plankWilson, Claude Leonard January 2011 (has links)
Typescript, etc. / Digitized by Kansas State University Libraries
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Flexible pavement design methods reviewCheung, Manyin January 1984 (has links)
No description available.
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Evaluation of the performance of concrete pavements : data analysis, empirical models and expert systemAl-Shawi, Mustafa Abbas January 1986 (has links)
No description available.
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