Simulation of the Soil Stabilized by Geogrids Using a Non-linear Yield Surface Model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02431-7.pdf
Reference34 articles.
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2. Bathurst RJ, Karpurapu R (1993) Large-scale triaxial compression testing of geocell-reinforced granular soils. ASTM Geotech Test J 16(3):296–303
3. Bhandari A, Han J (2010) Investigation of geotextile–soil interaction under a cyclic vertical load using the discrete element method. Geotext Geomembr 28(1):33–43. https://doi.org/10.1016/j.geotexmem.2009.09.005
4. Burland B (2012) ‘Strength and deformation behaviour of soils’, In: ICE manual of geotechnical engineering: Volume I. London: ICE Publishing, pp. 175–193. doi: https://doi.org/10.1680/moge.57074.0175
5. Chen C (2013) Discrete element modelling of geogrid-reinforced railway ballast and track transition zones. University of Nottingham
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