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    PAVEMENT DESIGN WITH POROUS ASPHALT

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    Genre
    Thesis/Dissertation
    Date
    2013
    Author
    Cetin, Mehmet
    Advisor
    Brooks, Robert M.
    Committee member
    Udo-Inyang, Philip D.
    Udoeyo, Felix F.
    Diloyan, Oleksandr
    Guo, Yuhong
    Department
    Civil Engineering
    Subject
    Engineering
    Civil Engineering
    Deflection Limiting Criteria
    Kenpave
    Low Density Polyethylene
    Porous Asphalt
    Resilient Modulus
    Subgrade Vertical Strain
    Permanent link to this record
    http://hdl.handle.net/20.500.12613/930
    
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    DOI
    http://dx.doi.org/10.34944/dspace/912
    Abstract
    In this research study, a strategy was used for assigning stiffness values to various layers of the pavement system so that there are negligible tensile stresses in the subgrade and base layers. The stiffnesses of the aggregate base layers were assigned double the values of the corresponding subgrade materials. The layer thicknesses were designed to achieve surface deflection values within the acceptable limit. An innovative design procedure was developed for designing pavement sections covering various layer thicknesses, material and environmental variables. The designed sections were compared with the American Association of State Highway and Transportation Officials (AASHTO) procedure and the differences were critiqued. Porous asphalt layer was used as the surface course for all pavement sections. The calculations validated the general principle of pavement design, as the subgrade stiffness decreased the base thickness increased for the same surface course thickness and traffic. Structural design of 63 pavements sections was accomplished representing various temperature and materials including additives. Low Density Polyethylene, performance graded asphalt, different soils, aggregates, lime and cement were the component materials utilized in this research study. An explanation on the mechanics of the mixtures is given in the results and discussion section.
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