DEM Analysis of Stresses and Deformations of Geogrid-Reinforced Embankments over Piles-Reference-Cited by-同舟云学术

DEM Analysis of Stresses and Deformations of Geogrid-Reinforced Embankments over Piles

Published:2012-08 Issue:4 Volume:12 Page:340-350
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Han Jie¹,Bhandari Anil²,Wang Fei³

Affiliation:

1. Professor, Dept. of Civil, Environmental, and Architectural Engineering (CEAE), Univ. of Kansas, Lawrence, KS 66045-7609 (corresponding author).

2. Geotechnical Project Manager, Terracon Consultants, Inc., 1450 5th St. West, North Charleston, SC 29405; formerly, Graduate Research Assistant, GSI fellow, Dept. of Civil, Environmental, and Architectural Engineering (CEAE), Univ. of Kansas, Lawrence, KS 66045-7609.

3. Lecturer, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000050

Reference33 articles.

1. Bhandari A. Han J. and Wang F. (2009). “Micromechanical analysis of soil arching in geosynthetic-reinforced pile-supported embankments.” Proc. GeoHunan Int. Conf. on Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics ASCE Geotechnical Special Publication No. 189 Zhang X. Yu X. Fu H. and Zhang J. eds. ASCE Hunan China Reston VA 47–52.

2. British Standards Institution (BSI). (1995). “Code of practice for strengthened/reinforced soils and other fills.” BS8006 BSI London.

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