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Statements

Subject Item
n2:RIV%2F68407700%3A21260%2F09%3A00176206%21RIV11-MSM-21260___
rdf:type
n10:Vysledek skos:Concept
dcterms: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.
dcterms: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
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
skos:notation
RIV/68407700:21260/09:00176206!RIV11-MSM-21260___
n3:aktivita
n14:Z
n3:aktivity
Z(AV0Z20710524), Z(MSM6840770043)
n3:dodaniDat
n6:2011
n3:domaciTvurceVysledku
n9:2980517 n9:6659373 n9:2536889
n3:druhVysledku
n4:D
n3:duvernostUdaju
n16:S
n3:entitaPredkladatele
n8:predkladatel
n3:idSjednocenehoVysledku
330193
n3:idVysledku
RIV/68407700:21260/09:00176206
n3:jazykVysledku
n21:eng
n3:klicovaSlova
Computation model, Geosynthetics, Geogrid, Ballast bed, Embankment, Subsoil, Bearing capacity, Stiffness, Settlement
n3:klicoveSlovo
n5:Stiffness n5:Subsoil n5:Ballast%20bed n5:Geogrid n5:Geosynthetics n5:Embankment n5:Computation%20model n5:Bearing%20capacity n5:Settlement
n3:kontrolniKodProRIV
[8E279FF8A989]
n3:mistoKonaniAkce
Madeira
n3:mistoVydani
Stirling
n3:nazevZdroje
Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
n3:obor
n19:JO
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:rokUplatneniVysledku
n6:2009
n3:tvurceVysledku
Micka, Michal Jírová, Jitka Jíra, Josef
n3:typAkce
n20:WRD
n3:zahajeniAkce
2009-09-01+02:00
n3:zamer
n13:AV0Z20710524 n13:MSM6840770043
s:issn
1759-3433
s:numberOfPages
11
n18:hasPublisher
Civil-Comp Press Ltd
n17:isbn
978-1-905088-31-7
n12:organizacniJednotka
21260