Finite-Element Analysis on the Effect of Subsoil in Reinforced Piled Embankments and Comparison with Theoretical Method Predictions-Reference-Cited by-同舟云学术

Finite-Element Analysis on the Effect of Subsoil in Reinforced Piled Embankments and Comparison with Theoretical Method Predictions

Published:2016-10 Issue:5 Volume:16 Page:04016011
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhuang Y.¹,Wang K. Y.²

Affiliation:

1. Professor, Geotechnical Research Institute, College of Civil and Transportation Engineering, Hohai Univ., 1 Xi Kang Rd., Nanjing 210098, China (corresponding author).

2. Ph.D. Candidate, Geotechnical Research Institute, College of Civil and Transportation Engineering, Hohai Univ., 1 Xi Kang Rd., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000628

Reference35 articles.

1. Behaviour of geogrid-reinforced load transfer platforms for embankment on rammed aggregate piers

2. A simplified method for analysis of a piled embankment reinforced with geosynthetics

3. Comparison of different two-dimensional idealizations for a geosynthetic reinforced pile-supported embankment;Ariyarathne P.;Int. J. Geomech.,2012

4. Geosynthetic-Reinforced Piled Embankments: Comparison of Numerical and Analytical Methods

5. BSI (British Standards Institution). (2010). “Code of practice for strengthened/reinforced soils and other fills.” BS8006-1 London.

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