About: Numerical Analysis of the Deformation of an Embankment Reinforced using a Geogrid

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The aim of this work is to verity the usability of numerical modelling for soil construction of a railway reinforced with geosynthetics when using the ANSYS programme. For the computation model of a simple ground body the process of model creation, choice of finite elements, definition of material features, application of contact elements, definition of boundary conditions and setting the parameters of computation were verified. The bearing capacity of soil construction has great importance for practice. The reinforcement of a geogrid has a favourable effect on bearing capacity of the embankment. At the lower embankment the bearing capacity has increased by 46%, at the higher by 13%. Also the prestress of the reinforcement is favourable. The aim of this work is to verity the usability of numerical modelling for soil construction of a railway reinforced with geosynthetics when using the ANSYS programme. For the computation model of a simple ground body the process of model creation, choice of finite elements, definition of material features, application of contact elements, definition of boundary conditions and setting the parameters of computation were verified. The bearing capacity of soil construction has great importance for practice. The reinforcement of a geogrid has a favourable effect on bearing capacity of the embankment. At the lower embankment the bearing capacity has increased by 46%, at the higher by 13%. Also the prestress of the reinforcement is favourable. (en)
Title	Numerical Analysis of the Deformation of an Embankment Reinforced using a Geogrid Numerical Analysis of the Deformation of an Embankment Reinforced using a Geogrid (en)
skos:prefLabel	Numerical Analysis of the Deformation of an Embankment Reinforced using a Geogrid Numerical Analysis of the Deformation of an Embankment Reinforced using a Geogrid (en)
skos:notation	RIV/68407700:21260/09:00176206!RIV11-MSM-21260___
http://linked.open...avai/riv/aktivita	Z
http://linked.open...avai/riv/aktivity	Z(AV0Z20710524), Z(MSM6840770043)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Micka, Michal Jírová, Jitka Jíra, Josef
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta dopravní
http://linked.open...dnocenehoVysledku	330193
http://linked.open...ai/riv/idVysledku	RIV/68407700:21260/09:00176206
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Computation model, Geosynthetics, Geogrid, Ballast bed, Embankment, Subsoil, Bearing capacity, Stiffness, Settlement (en)
http://linked.open.../riv/klicoveSlovo	Ballast bed Computation model Embankment Bearing capacity Subsoil Geosynthetics Stiffness Settlement Geogrid
http://linked.open...ontrolniKodProRIV	[8E279FF8A989]
http://linked.open...v/mistoKonaniAkce	Madeira
http://linked.open...i/riv/mistoVydani	Stirling
http://linked.open...i/riv/nazevZdroje	Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
http://linked.open...in/vavai/riv/obor	JO
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...UplatneniVysledku	2009
http://linked.open...iv/tvurceVysledku	Micka, Michal Jíra, Josef Jírová, Jitka
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2009-09-01 (xsd:date)
http://linked.open...n/vavai/riv/zamer	Time dependent response of materials, systems and environments on natural and human actions Rozvoj metod návrhu a provozu dopravních sítí z hlediska jejich optimalizace
issn	1759-3433
number of pages	11 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Civil-Comp Press Ltd
https://schema.org/isbn	978-1-905088-31-7
http://localhost/t...ganizacniJednotka	21260

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