Problems of culverts on mining subsidence areas
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10237309" target="_blank" >RIV/61989100:27120/17:10237309 - isvavai.cz</a>
Výsledek na webu
<a href="https://sgemworld.at/sgemlib/spip.php?article9236" target="_blank" >https://sgemworld.at/sgemlib/spip.php?article9236</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.5593/sgem2017/13/S03.085" target="_blank" >10.5593/sgem2017/13/S03.085</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Problems of culverts on mining subsidence areas
Popis výsledku v původním jazyce
During mining activities the constructions on the surface are usually influenced. Extent and time course of negative influences is dependent on array of geological, hydro geological and mining conditions and last not least also on the way of implementation of line construction (i.e. how it is ready to react to these awaited influences). In the past for that reason the array of calculation methods working with more or less precision with using for prognosis of influence of mining activities (i.e. influence of mining subsidence) were evolved. These methods were based on level measuring of constructions and monitoring and disposal their failures. At present the precision of these calculation methods is about ± 20 %. The paper deals primary with failures of culverts which are caused by influence of terrain deformation as effect of mining activities – drop, horizontal movement, rotation and curvature of the terrain, and horizontal strain (i.e. stretching or compressing). For these reasons the vertical alignment of culvert is damaged, the entrance or outlet of culvert become clogged and a lot of failures which limit function of culverts are detected. Dysfunctional culvert might negative effect on earth construction and other objects of substructure of line constructions – it may endanger safety and reliability of traffic on road or railroads. For these reasons it is necessary to apply the principles for security of construction for awaited influences of mining subsidence, i.e. the design of the substructure must respect used material to preserve the stable deformation during swamping or lifting by water.
Název v anglickém jazyce
Problems of culverts on mining subsidence areas
Popis výsledku anglicky
During mining activities the constructions on the surface are usually influenced. Extent and time course of negative influences is dependent on array of geological, hydro geological and mining conditions and last not least also on the way of implementation of line construction (i.e. how it is ready to react to these awaited influences). In the past for that reason the array of calculation methods working with more or less precision with using for prognosis of influence of mining activities (i.e. influence of mining subsidence) were evolved. These methods were based on level measuring of constructions and monitoring and disposal their failures. At present the precision of these calculation methods is about ± 20 %. The paper deals primary with failures of culverts which are caused by influence of terrain deformation as effect of mining activities – drop, horizontal movement, rotation and curvature of the terrain, and horizontal strain (i.e. stretching or compressing). For these reasons the vertical alignment of culvert is damaged, the entrance or outlet of culvert become clogged and a lot of failures which limit function of culverts are detected. Dysfunctional culvert might negative effect on earth construction and other objects of substructure of line constructions – it may endanger safety and reliability of traffic on road or railroads. For these reasons it is necessary to apply the principles for security of construction for awaited influences of mining subsidence, i.e. the design of the substructure must respect used material to preserve the stable deformation during swamping or lifting by water.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
—
Návaznosti
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Ostatní
Rok uplatnění
2017
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
17th International Multidisciplinary Scientific GeoConference: SGEM 2017 : conference proceedings : 29 June-5 July, 2017, Albena, Bulgaria. Volume 17, Issue 13
ISBN
978-619-7105-00-1
ISSN
1314-2704
e-ISSN
neuvedeno
Počet stran výsledku
8
Strana od-do
669-676
Název nakladatele
STEF92 Technology Ltd.
Místo vydání
Sofia
Místo konání akce
Albena
Datum konání akce
29. 6. 2017
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—