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rdf:type
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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. (en)
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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 (en)
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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 (en)
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skos:notation
| - RIV/68378297:_____/13:00425048!RIV14-GA0-68378297
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
| - I, P(GA103/02/0956), P(GA103/05/2130), P(GA103/07/0557), P(GA103/08/1617), P(IAA2071302)
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/68378297:_____/13:00425048
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - European codes; geotechnical design; soil characteristic (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...ontrolniKodProRIV
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http://linked.open...v/mistoKonaniAkce
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http://linked.open...i/riv/mistoVydani
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http://linked.open...i/riv/nazevZdroje
| - Zakládání staveb - Brno 2013. 41. konference se zahraniční účastí. Sborník příspěvků
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...cetTvurcuVysledku
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http://linked.open...vavai/riv/projekt
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http://linked.open...UplatneniVysledku
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http://linked.open...iv/tvurceVysledku
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http://linked.open...vavai/riv/typAkce
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http://linked.open.../riv/zahajeniAkce
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number of pages
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http://purl.org/ne...btex#hasPublisher
| - Česká geotechnická společnost ČSSI
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https://schema.org/isbn
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