. "Application of soil designes values according to ULSD of EC 7-1 in Czech conditions" . . . "Praha" . "Zakl\u00E1d\u00E1n\u00ED staveb - Brno 2013. 41. konference se zahrani\u010Dn\u00ED \u00FA\u010Dast\u00ED. Sborn\u00EDk p\u0159\u00EDsp\u011Bvk\u016F" . . "8"^^ . "European codes; geotechnical design; soil characteristic"@en . "Brno" . . . . "61810" . . "RIV/68378297:_____/13:00425048" . "Application of soil designes values according to ULSD of EC 7-1 in Czech conditions"@en . . "\u010Cesk\u00E1 geotechnick\u00E1 spole\u010Dnost \u010CSSI" . . . "Some contemporary European codes (e.g., EC 1, EC 7-1) and standards (e.g., \u010CSN 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 . . "Application of soil designes values according to ULSD of EC 7-1 in Czech conditions" . "1"^^ . "Application of soil designes values according to ULSD of EC 7-1 in Czech conditions"@en . "1"^^ . . "Koudelka, Petr" . . . . . . "Some contemporary European codes (e.g., EC 1, EC 7-1) and standards (e.g., \u010CSN 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." . . "2013-11-11+01:00"^^ . . "978-80-87920-00-8" . "I, P(GA103/02/0956), P(GA103/05/2130), P(GA103/07/0557), P(GA103/08/1617), P(IAA2071302)" . . . "[2E9046A15308]" . "RIV/68378297:_____/13:00425048!RIV14-GA0-68378297" .