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Statements

Subject Item
n2:RIV%2F68378297%3A_____%2F13%3A00425048%21RIV14-GA0-68378297
rdf:type
skos:Concept n16:Vysledek
dcterms:description
Some contemporary European codes (e.g., EC 1, EC 7-1) and standards (e.g., ČSN 73 0031) have taken into account in their theoretical bases a special granular character of soils and rocks with a different extent. The EUROCODES, i.e. EUROCODE 1 (EN 1991-1) %22Basis of design and actions on structures - Part 1: Basis of design%22 and EUROCODE 7-1 (EN 1997-1) %22Geotechnical design - Part 1: General rules%22 consider underground environment/mass in the same way as the other structures (e.g. steel, concrete, masonry, timber) without any theoretical exception for analyses of three-phase granular material structures. Thus, using theory of the Ultimate Limit State Design (ULSD), a statistical definition of characteristic values and several partial factors have been considered along with material partial factors for material design values of the soil mass properties. Some contemporary European codes (e.g., EC 1, EC 7-1) and standards (e.g., ČSN 73 0031) have taken into account in their theoretical bases a special granular character of soils and rocks with a different extent. The EUROCODES, i.e. EUROCODE 1 (EN 1991-1) %22Basis of design and actions on structures - Part 1: Basis of design%22 and EUROCODE 7-1 (EN 1997-1) %22Geotechnical design - Part 1: General rules%22 consider underground environment/mass in the same way as the other structures (e.g. steel, concrete, masonry, timber) without any theoretical exception for analyses of three-phase granular material structures. Thus, using theory of the Ultimate Limit State Design (ULSD), a statistical definition of characteristic values and several partial factors have been considered along with material partial factors for material design values of the soil mass properties.
dcterms:title
Application of soil designes values according to ULSD of EC 7-1 in Czech conditions Application of soil designes values according to ULSD of EC 7-1 in Czech conditions
skos:prefLabel
Application of soil designes values according to ULSD of EC 7-1 in Czech conditions Application of soil designes values according to ULSD of EC 7-1 in Czech conditions
skos:notation
RIV/68378297:_____/13:00425048!RIV14-GA0-68378297
n16:predkladatel
n17:ico%3A68378297
n3:aktivita
n10:P n10:I
n3:aktivity
I, P(GA103/02/0956), P(GA103/05/2130), P(GA103/07/0557), P(GA103/08/1617), P(IAA2071302)
n3:dodaniDat
n8:2014
n3:domaciTvurceVysledku
n7:2540053
n3:druhVysledku
n15:D
n3:duvernostUdaju
n21:S
n3:entitaPredkladatele
n19:predkladatel
n3:idSjednocenehoVysledku
61810
n3:idVysledku
RIV/68378297:_____/13:00425048
n3:jazykVysledku
n13:eng
n3:klicovaSlova
European codes; geotechnical design; soil characteristic
n3:klicoveSlovo
n11:soil%20characteristic n11:European%20codes n11:geotechnical%20design
n3:kontrolniKodProRIV
[2E9046A15308]
n3:mistoKonaniAkce
Brno
n3:mistoVydani
Praha
n3:nazevZdroje
Zakládání staveb - Brno 2013. 41. konference se zahraniční účastí. Sborník příspěvků
n3:obor
n4:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n6:IAA2071302 n6:GA103%2F07%2F0557 n6:GA103%2F08%2F1617 n6:GA103%2F02%2F0956 n6:GA103%2F05%2F2130
n3:rokUplatneniVysledku
n8:2013
n3:tvurceVysledku
Koudelka, Petr
n3:typAkce
n18:EUR
n3:zahajeniAkce
2013-11-11+01:00
s:numberOfPages
8
n14:hasPublisher
Česká geotechnická společnost ČSSI
n20:isbn
978-80-87920-00-8