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Statements

Subject Item
n2:RIV%2F61989100%3A27120%2F10%3A10224813%21RIV11-MSM-27120___
rdf:type
skos:Concept n11:Vysledek
dcterms:description
Ground subsidence above an opening is incited by lots of matters. An estimate of the ground subsidence keeps in only one or some of them. A conception of the ground belongs to a matter of chief importance of the ground subsidence. Most of-ten it?s considered as continuous material which doesn?t come up to the grainy material or the weathered rock featuring discontinuous material commonly making the ground surface stratum. The continuous material conception approach of a material cannot implement the repetitious re-arrangement of ground particles that seems to be the chief phenomena for constituting shape of subsidence curve. The paper takes into the formation of a ground subsidence curve emphasizing an approach taking into account the particle nature of material. The subsidence curve is evaluated from results of tracing the movement of discontinuous material particles in the top wall of an opening to the ground surface employing a numerical discrete element model (PFC2D). Ground subsidence above an opening is incited by lots of matters. An estimate of the ground subsidence keeps in only one or some of them. A conception of the ground belongs to a matter of chief importance of the ground subsidence. Most of-ten it?s considered as continuous material which doesn?t come up to the grainy material or the weathered rock featuring discontinuous material commonly making the ground surface stratum. The continuous material conception approach of a material cannot implement the repetitious re-arrangement of ground particles that seems to be the chief phenomena for constituting shape of subsidence curve. The paper takes into the formation of a ground subsidence curve emphasizing an approach taking into account the particle nature of material. The subsidence curve is evaluated from results of tracing the movement of discontinuous material particles in the top wall of an opening to the ground surface employing a numerical discrete element model (PFC2D).
dcterms:title
An estimate of the ground subsidence curve above an opening in grained soil An estimate of the ground subsidence curve above an opening in grained soil
skos:prefLabel
An estimate of the ground subsidence curve above an opening in grained soil An estimate of the ground subsidence curve above an opening in grained soil
skos:notation
RIV/61989100:27120/10:10224813!RIV11-MSM-27120___
n4:aktivita
n6:N
n4:aktivity
N
n4:dodaniDat
n12:2011
n4:domaciTvurceVysledku
n19:1195131
n4:druhVysledku
n15:D
n4:duvernostUdaju
n17:S
n4:entitaPredkladatele
n13:predkladatel
n4:idSjednocenehoVysledku
246207
n4:idVysledku
RIV/61989100:27120/10:10224813
n4:jazykVysledku
n14:eng
n4:klicovaSlova
numerical discrete element model (PFC2D)
n4:klicoveSlovo
n9:numerical%20discrete%20element%20model%20%28PFC2D%29
n4:kontrolniKodProRIV
[4AB0EEB7A6AC]
n4:mistoKonaniAkce
Praha
n4:mistoVydani
Prague
n4:nazevZdroje
Transport and City Tunnels - Underground construction Prague 2010
n4:obor
n7:JN
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
1
n4:rokUplatneniVysledku
n12:2010
n4:tvurceVysledku
Vojtasík, Karel
n4:typAkce
n10:WRD
n4:zahajeniAkce
2010-06-14+02:00
s:numberOfPages
3
n18:hasPublisher
Czech Tunelling Association ITA/AITES
n16:isbn
978-80-254-7054-1
n20:organizacniJednotka
27120