Numerical Analysis of the Deformation of an Embankment Reinforced using a Geogrid
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F09%3A00331348" target="_blank" >RIV/68378297:_____/09:00331348 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21260/09:00176206
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Numerical Analysis of the Deformation of an Embankment Reinforced using a Geogrid
Original language description
Numerical analysis using the programme ANSYS deals with the generation of the computation model and with the assessment of the influence of the geosynthetic grid on the bearing capacity and deformation of the railway embankment on the less load-bearing subsoil. The stiffening grid is located on the interface between the low embankment and the subsoil. There is analysed grid effect on the behaviour of the soil construction with the different heights of layers.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
BM - Solid-state physics and magnetism
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
The Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
ISBN
978-1-905088-31-7
ISSN
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e-ISSN
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Number of pages
12
Pages from-to
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Publisher name
Civil-Comp Press
Place of publication
Stirlingshire
Event location
Funchal, Madeira
Event date
Sep 1, 2009
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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