Finite element analyses of two-tier geosynthetic-reinforced soil walls: Comparison involving centrifuge tests and limit equilibrium results-Reference-Cited by-同舟云学术

Finite element analyses of two-tier geosynthetic-reinforced soil walls: Comparison involving centrifuge tests and limit equilibrium results

Published:2014-09 Issue: Volume:61 Page:67-84
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Mohamed Suliman B.A.,Yang Kuo-Hsin,Hung Wen-Yi

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference42 articles.

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2. A new working stress method for prediction of reinforcement loads in geosynthetic walls;Allen;Can Geotech J,2003

3. ASTM D4595. Standard test method for tensile properties of geotextiles by the wide-width strip method. In: Annual book of ASTM standards, vol. 4.09, West Conshohocken, PA; 1996. p. 698–708.

4. Refinement of K-stiffness method for geosynthetic reinforced soil walls;Bathurst;Geosynth Int,2008

5. Berg R, Christopher BR, Samtani N. Design of mechanically stabilized earth walls and reinforced soil slopes, vols. I and II. Report no. FHWA-NHI-10-024. Federal Highway Administration; 2009. 684 pp.

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