Application of soil designes values according to ULSD of EC 7-1 in Czech conditions

0425048 - ÚTAM 2014 RIV CZ eng C - Konferenční příspěvek (zahraniční konf.)
Koudelka, Petr
Application of soil designes values according to ULSD of EC 7-1 in Czech conditions.
Zakládání staveb - Brno 2013. 41. konference se zahraniční účastí. Sborník příspěvků. Praha: Česká geotechnická společnost ČSSI, 2013 - (Klímek, L.; Masopust, J.), s. 27-34. ISBN 978-80-87920-00-8.
[Zakládání staveb 2013 /41./. Brno (CZ), 11.11.2013-12.11.2013]
Grant CEP: GA ČR(CZ) GA103/02/0956; GA ČR(CZ) GA103/05/2130; GA ČR(CZ) GA103/07/0557; GA ČR(CZ) GA103/08/1617; GA AV ČR(CZ) IAA2071302
Institucionální podpora: RVO:68378297
Klíčová slova: European codes * geotechnical design * soil characteristic
Kód oboru RIV: JM - Inženýrské stavitelství

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) "Basis of design and actions on structures - Part 1: Basis of design" and EUROCODE 7-1 (EN 1997-1) "Geotechnical design - Part 1: General rules" 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.
Trvalý link: http://hdl.handle.net/11104/0231164