Modeling Effect of Geocomposite Drainage Layers on Moisture Distribution and Plastic Deformation of Road Sections

Author:

Bahador M.1,Evans T. M.2,Gabr M. A.3

Affiliation:

1. Ph.D. Alumnus, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

2. Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

3. Alumni Distinguished Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference63 articles.

1. Applied Research Associates–Transportation. (2009). Mechanistic-empirical pavement design guide (MEPDG) version 1.100 Champaign IL.

2. Asphalt Institute (AI). (1982). Research and development of the asphalt institute’s thickness design manual (MS-1) 9th Ed. Lexington KY.

3. ASTM. (2008a). “Standard test methods for determination of the soil water characteristic curve for desorption using a hanging column pressure extractor chilled mirror hygrometer and/or centrifuge.” D6836-02 West Conshohocken PA.

4. ASTM. (2008b). “Standard test methods for tensile properties of geotextiles by the wide-width strip method.” D4595-11 West Conshohocken PA.

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