System for simultaneous object identification &amp;amp; sector indoor localization (OIDSIL)

Holy, Radek; Kalika, Marek; Kalikova, Jana; Havlik, Jiri; Barak, Petr; Neburka, Jakub

doi:10.1109/igbsg.2014.6835242

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2017

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“…Experience from abroad shows that it is necessary to monitor the railway embankment settlement in the case of a non-bearing subsoil [4,5], even if the embankment is reinforced. Therefore various experimental models are also used to study the influence of ballast bed construction on the bearing capacity and to test the reinforcing effect of the geogrids and columns.…”

Section: Introductionmentioning

confidence: 99%

Comparative Analysis of Bearing Capacity of Reinforced and Non-Reinforced Railway Embankment

Jìra

Jìrová

Micka

et al. 2017

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Abstract. 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.

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Section: Introductionmentioning

confidence: 99%