dc.contributor.author | Kałuźa, Mateusz | |
dc.contributor.author | Kotasiński, Miroslaw | |
dc.date.accessioned | 2021-02-17T08:14:33Z | |
dc.date.available | 2021-02-17T08:14:33Z | |
dc.date.issued | 2020 | |
dc.identifier.citation | Sborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2020, roč. 20, č. 2, s. 53-57 : il. | cs |
dc.identifier.issn | 1213-1962 | |
dc.identifier.uri | http://hdl.handle.net/10084/142843 | |
dc.description.abstract | Influence of geosynthetic localization in subbase was
examined considering its effectiveness and mining
influences. Large-scale apparatus was used to simulate
horizontal unloosing strains εr. A coefficient of lateral
earth pressure Kε determined on horizontal and vertical
stresses was used to compare effectiveness of geosynthetic
in different height of subbase. Results for unreinforced and
reinforced subbase were compared. Implementation of
geosynthetic reinforcement allowed to withstand higher
values of horizontal unloosing strains εr. | cs |
dc.language | Neuvedeno | 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/510 | |
dc.rights | © Vysoká škola báňská - Technická univerzita Ostrava | |
dc.rights | Attribution-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nd/4.0/ | * |
dc.subject | geogrid reinforcement | cs |
dc.subject | glass fibre mesh | cs |
dc.subject | mining subsidence | cs |
dc.subject | reinforced subgrade | cs |
dc.title | Geogrid Reinforced Subbase under the Impact of Mining Subsidence | cs |
dc.type | article | cs |
dc.description.placeofpublication | Ostrava | cs |
dc.identifier.doi | 10.35181/tces-2020-0018 | |
dc.rights.access | openAccess | |
dc.type.version | publishedVersion | |
dc.type.status | Peer-reviewed | |