Effects of Geocell Confinement on Strength and Deformation Behavior of Gravel

Author:

Leshchinsky Ben1,Ling Hoe2

Affiliation:

1. Assistant Professor. Dept. of Forest Engineering, Resources and Management, Oregon State Univ., 280 Peavy Hall, Corvallis, OR 97331; formerly, Ph.D. Candidate, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., New York, NY 10027 (corresponding author).

2. Professor of Civil Engineering, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., New York, NY 10027.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference19 articles.

1. ASTM. (2010). “Standard test method for tensile properties of plastics.” D638-10 West Conshohocken PA.

2. Chrismer S. (1997). “Test of Geoweb ® to improve track stability over soft subgrade.” Rep. TD 97-045 Technology Department Association of American Railroads Washington DC.

3. Design method for geogrid-reinforced unpaved roads, Part I theoretical development;Giroud J. P.;J. Geotech. Geoenviron. Eng.,2004

4. Han J. Leshchinsky D. Parsons R. L. Rosen A. and Yuu J. (2008). “Technical review of geocell-reinforced base courses over weak subgrade ” Vol. 1.1 Proc. 1st Pan-American Conf. and Exhibition Cancun Mexico 1022–1030.

5. Hibbitt Karlsson and Sorensen Inc. (2007). ABAQUS user’s manual version 6.7 Hibbitt Karlsson and Sorensen Inc. Pawtucket RI.

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