COMPARATIVE ANALYSIS OF BEARING CAPACITY OF REINFORCED AND NON-REINFORCED RAILWAY EMBANKMENT
DOI:
https://doi.org/10.14311/APP.2017.11.0022Keywords:
computation model, geogrid, lime-cement columns, embankment, subsoil, bearing capacity, deformation, equivalent (von Misses) stressAbstract
A comparative analysis using the programme ANSYS (FEM) deals with the generation of the computation model and with the assessment of the influence of the geogrids and the vertical lime-cement columns on the bearing capacity and deformation of the railway embankment on the less load-bearing subsoil. The graphic outputs give an overview of the field layout of equivalent stresses and deformation in the construction of the railway substructure.Downloads
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Published
2017-08-28
How to Cite
Jíra, J., Jírová, J., Micka, M., & Řezníčková, J. (2017). COMPARATIVE ANALYSIS OF BEARING CAPACITY OF REINFORCED AND NON-REINFORCED RAILWAY EMBANKMENT. Acta Polytechnica CTU Proceedings, 11, 22–30. https://doi.org/10.14311/APP.2017.11.0022
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