| dc.contributor.author | Mohammed, Jaafar | |
| dc.contributor.author | Hrubešová, Eva | |
| dc.date.accessioned | 2019-03-04T09:33:28Z | |
| dc.date.available | 2019-03-04T09:33:28Z | |
| dc.date.issued | 2018 | |
| dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2018, roč. 18, č. 1, s. 18-23 : il. | cs |
| dc.identifier.issn | 1213-1962 | |
| dc.identifier.uri | http://hdl.handle.net/10084/134106 | |
| dc.description.abstract | This paper illustrates the use of MIDAS
GTS NX to investigate the tunnel’s simulation in order
to highlight the effect of static and dynamic load
on the behaviour of tunnel to compare this response expressed
in terms of displacement and stresses acting on
the tunnel and ground. Main tunnel is located in the
ground having uniform property throughout its extent,
connecting gallery is located perpendicular to the main
tunnel, the shotcrete and rock bolts for each tunnel will
be installed. | cs |
| dc.language.iso | en | cs |
| dc.publisher | Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.relation.ispartofseries | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební | cs |
| dc.relation.uri | http://tces.vsb.cz/Home/ArticleDetail/450 | cs |
| dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | cs |
| dc.subject | tunnel | cs |
| dc.subject | numerical model | cs |
| dc.subject | static load | cs |
| dc.subject | dynamic load | cs |
| dc.subject | earthquake | cs |
| dc.subject | displacement | cs |
| dc.title | Assessment of static and dynamic stresses horse-shoe tunnel with connecting gallery using finite element method: (as a case study) | cs |
| dc.type | article | cs |
| dc.identifier.doi | 10.31490/tces-2018-0004 | |
| dc.rights.access | openAccess | cs |
| dc.type.version | publishedVersion | cs |
| dc.type.status | Peer-reviewed | cs |