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Soil and Material Inputs for Mechanistic-Empirical Pavement Design

Author: Erol Tutumluer; Laith Tashman; Halil Ceylan
Publisher: [Place of publication not identified] : American Society of Civil Engineers, 2007.
Edition/Format:   eBook : Document : EnglishView all editions and formats
Summary:
Proceedings of Geo-Denver 2007, New Peaks in Geotechnics, held in Denver, Colorado, February 18-21, 2007. Sponsored by the Geo-Institute of ASCE. This Geotechnical Special Publication contains 10 papers on the state of the practice in the implementation of the Mechanistic Empirical Pavement Design Guide. Topics include: laboratory and field characterization needs in relation to modulus input requirements for  Read more...
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Genre/Form: Electronic book
Material Type: Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Erol Tutumluer; Laith Tashman; Halil Ceylan
ISBN: 9780784409138 0784409137
OCLC Number: 806208941
Notes: Title from content provider.
Description: 1 online resource
Responsibility: Erol Tutumluer.

Abstract:

Proceedings of Geo-Denver 2007, New Peaks in Geotechnics, held in Denver, Colorado, February 18-21, 2007. Sponsored by the Geo-Institute of ASCE. This Geotechnical Special Publication contains 10 papers on the state of the practice in the implementation of the Mechanistic Empirical Pavement Design Guide. Topics include: laboratory and field characterization needs in relation to modulus input requirements for pavement foundation geomaterial; contribution of geosynthetic reinforcement to granular layer stiffness; resilient modulus property input requirements for geofoam used in pavements; input property needs for the design and construction of roller compacted concrete pavements; a new neural network modeling approach for the mechanistic-empirical design of rubblized concrete pavements; field evaluations and collecting input properties for forensic and rehabilitated design purposes; investigations of subgrade soil settlements of an existing highway alerted by pavement distresses; dynamic cone penetrometer testing of emulsified asphaltstabilized gravel roads; airport runway evaluation using the rolling dynamic deflectometer; base course use of an asphalt recycled pavement material blended with fly ash; and performance evaluations of rigid pavement sections built on stabilized sulfate soils.

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