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Analysis of Rutting Development in Flexible Pavements with Geogrid-reinforced Base Layers Using 3D Finite Element AnalysisClapp, Joshua David January 2007 (has links) (PDF)
No description available.
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The sealing of non-woven geotextiles with cattle slurries /Jazestani, Jamshid January 1997 (has links)
No description available.
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Laboratory testing of envelope materials for pipe drainsRehman, Shafiq-ur January 1995 (has links)
No description available.
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Laboratory Performance of Geosynthetic-Stabilized Pavement SectionsValentine, Richard 04 February 2015 (has links)
Experimental and analytical investigations were performed to evaluate the comparative performance of pavements with and without geosynthetic stabilization. This was accomplished by the testing of a total of 18 pavement sections which could be classified into four different types: one which was constructed without geosynthetics and which served as a control, and three which were stabilized with one of two geotextiles or a geogrid. The pavement sections were constructed to model a typical secondary road in Virginia which is constructed over a silty sand subgrade material. Loading of the pavement sections was accomplished through the use of a computer-controlled pneumatic system which delivered 80 lb/in2 (552 kPa) through a rigid plate at a frequency of approximately one-half Hertz. The resulting displacement of the pavement surface was monitored by an array of linear variable displacement transducers (LVDTs). The performance of each pavement section was evaluated using the American Association of State Highway and Transportation Officials (AASHTO) flexible pavement design method. Models based on empirical and mechanistic relationships were considered. A theoretical pavement section was also analyzed to assess the influence of the stiffness of a wearing course layer. An economic study was performed to assess the potential cost benefit of geosynthetic stabilization and recommendations have been made for additional research. / Master of Science
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Geotextile separators for dust suppression on gravel roadsFreeman, Elisabeth A. January 2006 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2006. / The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (February 7, 2007) Includes bibliographical references.
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Dewatering rock crushing fines using geotextile tubesMyers, William Scott. Elton, David J. January 2010 (has links)
Thesis--Auburn University, 2010. / Abstract. Vita. Includes bibliographic references (p.104-107).
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Design of a geotextile roadbed antenna to create a wireless highway networkSivulka, Andrew David. Riggs, Lloyd Stephen, January 2007 (has links) (PDF)
Thesis(M.S.)--Auburn University, 2007. / Abstract. Includes bibliographic references (p.40-42).
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Geotextile filter treatment of combined sewer discharges /Marino, Roger Joseph. Martin, Joseph P. January 2006 (has links)
Thesis (Ph. D.)--Drexel University, 2006. / Includes abstract and vita. Includes bibliographical references (leaves 156-161).
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Geotextile wrap-face wall using marginal backfillParrish, Brandon R. January 2006 (has links)
Thesis (M.S.) University of Missouri-Columbia, 2006. / The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on August 27, 2007) Includes bibliographical references.
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Performance and Effectiveness of a Thin Pavement Section Using Geogrids and Drainage Geocomposite in a Cold RegionHelstrom, Christopher L. January 2005 (has links) (PDF)
No description available.
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