Micka, Michal (UTAM-F) Jíra, J. (CZ) Jírová, J. (CZ)
Number of authors
3
Source Title
The Twelfth International Conference on Civil, Structural and Environmental Engineering Computing. - Stirlingshire : Civil-Comp Press, 2009 / Topping B.H.V. ; Costa Neves L.F. ; Barros R.C.
- ISBN 978-1-905088-31-7
Pages
s. 321-332
Number of pages
12 s.
Publication form
CD ROM - CD ROM
Action
International conference on Civil, structural and environmental engineering computing /12./
Event date
01.09.2009-04.09.2009
VEvent location
Funchal, Madeira
Country
PT - Portugal
Event type
WRD
Language
eng - English
Country
GB - United Kingdom
Keywords
geogrid ; reinforced ; embankment
Subject RIV
BM - Solid Matter Physics ; Magnetism
CEZ
AV0Z20710524 - UTAM-F (2005-2011)
Annotation
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.
