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

Facets (new session)
Description
Metadata
Settings
- owl:sameAs
- Inference Rule:

About: Application of soil designes values according to ULSD of EC 7-1 in Czech conditions Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
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)
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)
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)
skos:notation	RIV/68378297:_____/13:00425048!RIV14-GA0-68378297
http://linked.open...avai/predkladatel	Ústav teoretické a aplikované mechaniky AV ČR, v. v. i.
http://linked.open...avai/riv/aktivita	I P
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)
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Koudelka, Petr
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Ústav teoretické a aplikované mechaniky AV ČR, v. v. i.
http://linked.open...dnocenehoVysledku	61810
http://linked.open...ai/riv/idVysledku	RIV/68378297:_____/13:00425048
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	European codes; geotechnical design; soil characteristic (en)
http://linked.open.../riv/klicoveSlovo	European codes geotechnical design soil characteristic
http://linked.open...ontrolniKodProRIV	[2E9046A15308]
http://linked.open...v/mistoKonaniAkce	Brno
http://linked.open...i/riv/mistoVydani	Praha
http://linked.open...i/riv/nazevZdroje	Zakládání staveb - Brno 2013. 41. konference se zahraniční účastí. Sborník příspěvků
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Probabilistic Engineering Reliability Assessment of Structures Non-linear contact problem of lateral pressure of granular multi-phase mass Theory of design in geomechanics Reliability of Theory of Substitutive Property Values in Mechanics of Granular Materials Passive Lateral Pressure of Multi-phase Granular Material
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Koudelka, Petr
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2013-11-11 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Česká geotechnická společnost ČSSI
https://schema.org/isbn	978-80-87920-00-8

Faceted Search & Find service v1.16.116 as of Feb 22 2024

Alternative Linked Data Documents: ODE Content Formats:

RDF

ODATA

Microdata

About

OpenLink Virtuoso version 07.20.3239 as of Feb 22 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 82 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software