Design Method for Geogrid-Reinforced Unpaved Roads. I. Development of Design Method

Author:

Giroud J. P.1,Han Jie2

Affiliation:

1. Chairman Emeritus, GeoSyntec Consultants, Consulting engineer, JP GIROUD, Inc., 5837 North Ocean Blvd., Ocean Ridge, FL 33435.

2. Associate Professor, Civil, Environmental, and Architectural Engineering Dept., Univ. of Kansas, 1530 W. 15th St., Lawrence, KS 66045-7609.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference27 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide for design of pavement structures Washington D.C.

2. Barber V. C. Odom E. C. and Patrick R. W. (1978). “The deterioration and reliability of pavements.” Technical Rep. S-78-8 U.S. Army Engineer Waterways Experiment Station Vicksburg Miss.

3. Burmister D. M. (1958). “Evaluation of pavement systems of the WASHO road test by layered systems method.” Bulletin 177 Highway Research Board 26–54.

4. Full Scale Highway Load Test of Flexible Pavement Systems with Geogrid Reinforced Base Courses

5. Axially symmetric plastic deformations in soils

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