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Statements

Subject Item
n2:RIV%2F61989100%3A27350%2F10%3A10229292%21RIV11-GA0-27350___
rdf:type
n8:Vysledek skos:Concept
dcterms:description
The method of evaluation of the firm failure is based on the coincident evaluation of the surface subsidence and the seismic activity due to dynamics configuration in mining in dependence on mine ? geological conditions of extraction. The result of the method is the interpretation of tensile deformations which could cause the failure of the firm roof layers or, on the other hand, a strutting arch was formed over the mined ? out area in which quasi-equilibrium stress state has occurred. Another usable result of the evaluation method is the interpretation of the dimensions of the stope, at which the breakthrough of the firm roof occurred. The method is employable in areas where mining by the method of longwall mining to controlled carving with the mined thickness more than c. 1m. The results of this method are used as the amendment of contemporary known methods of rock burst protection, and this (regarding the use of surface measurements for the evaluation) namely in higher roof areas. The method of evaluation of the firm failure is based on the coincident evaluation of the surface subsidence and the seismic activity due to dynamics configuration in mining in dependence on mine ? geological conditions of extraction. The result of the method is the interpretation of tensile deformations which could cause the failure of the firm roof layers or, on the other hand, a strutting arch was formed over the mined ? out area in which quasi-equilibrium stress state has occurred. Another usable result of the evaluation method is the interpretation of the dimensions of the stope, at which the breakthrough of the firm roof occurred. The method is employable in areas where mining by the method of longwall mining to controlled carving with the mined thickness more than c. 1m. The results of this method are used as the amendment of contemporary known methods of rock burst protection, and this (regarding the use of surface measurements for the evaluation) namely in higher roof areas. The method of evaluation of the firm failure is based on the coincident evaluation of the surface subsidence and the seismic activity due to dynamics configuration in mining in dependence on mine ? geological conditions of extraction. The result of the method is the interpretation of tensile deformations which could cause the failure of the firm roof layers or, on the other hand, a strutting arch was formed over the mined ? out area in which quasi-equilibrium stress state has occurred. Another usable result of the evaluation method is the interpretation of the dimensions of the stope, at which the breakthrough of the firm roof occurred. The method is employable in areas where mining by the method of longwall mining to controlled carving with the mined thickness more than c. 1m. The results of this method are used as the amendment of contemporary known methods of rock burst protection, and this (regarding the use of surface measurements for the evaluation) namely in higher roof areas.
dcterms:title
Dynamics Configuration of the Subsidence Trough in the ČSM Mine?s 4th Block Area Časoprostorové utváření poklesové kotliny v oblasti 4. kry Dolu ČSM Časoprostorové utváření poklesové kotliny v oblasti 4. kry Dolu ČSM
skos:prefLabel
Časoprostorové utváření poklesové kotliny v oblasti 4. kry Dolu ČSM Časoprostorové utváření poklesové kotliny v oblasti 4. kry Dolu ČSM Dynamics Configuration of the Subsidence Trough in the ČSM Mine?s 4th Block Area
skos:notation
RIV/61989100:27350/10:10229292!RIV11-GA0-27350___
n3:aktivita
n6:S n6:P
n3:aktivity
P(GP105/09/P277), S
n3:dodaniDat
n17:2011
n3:domaciTvurceVysledku
n20:5072719
n3:druhVysledku
n5:D
n3:duvernostUdaju
n10:C
n3:entitaPredkladatele
n14:predkladatel
n3:idSjednocenehoVysledku
249705
n3:idVysledku
RIV/61989100:27350/10:10229292
n3:jazykVysledku
n19:cze
n3:klicovaSlova
strutting arch, surface subsidence, extent of breakthrough, firm roof breakthrough, subsidence trough
n3:klicoveSlovo
n4:subsidence%20trough n4:extent%20of%20breakthrough n4:firm%20roof%20breakthrough n4:surface%20subsidence n4:strutting%20arch
n3:kontrolniKodProRIV
[D71F88FEEA1C]
n3:mistoKonaniAkce
Ostravice
n3:mistoVydani
Ostrava
n3:nazevZdroje
DOCUMENTA GEONICA 2010/1
n3:obor
n15:DH
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
3
n3:projekt
n12:GP105%2F09%2FP277
n3:rokUplatneniVysledku
n17:2010
n3:tvurceVysledku
Procházka, Rudolf Jiránková, Eva Kubica, Petr
n3:typAkce
n21:WRD
n3:zahajeniAkce
2010-05-06+02:00
s:numberOfPages
9
n13:hasPublisher
Academy of Sciences of the Czech Republic INSTITUTE OF GEONICS, v. v. i.
n18:isbn
978-80-86407-93-7
n16:organizacniJednotka
27350