Published:
2017, Acta Polytechnica CTU Proceedings, 2017 (11), p. 22-30), ISSN 2336-5382
Annotation:
A comparative analysis using the programme ANSYS (FEM) deals with the generation of the computation model and with the assessment of theinfluence of the geogrids and the vertical lime-cement columnson the bearing capacity and deformation of the railway embankment in 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.
