About: Double case of passive pressure acting on wall rotated about the top

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

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	A basic research of lateral earth pressure based on physical and numerical experiments began in 1998 at the institute of the author and it has continued. The physical research should prove behavior of ideally non-cohesive granular mass during three basic types of structure/wall movement towards active and passive directions. The first research period in 1998-2000 aimed on active pressure and in 2001- 2002 on the first long-term experiment with passive pressure (E3/0.2). Then new experimental equipment was developed (2003–2009) on contemporary advanced level. The first long-term experiment with passive pressure E3/0,2 acting on wall rotated about the top was repeated and as double long-term experiments denoted like experiments E5/0,2 (2010) and E6/0,2 (2011). The new equipment is under full computer control and it has 5 bi-component pressure sensors in the arbitrarily moved front wall and 6 sensors in the solid back wall. A basic research of lateral earth pressure based on physical and numerical experiments began in 1998 at the institute of the author and it has continued. The physical research should prove behavior of ideally non-cohesive granular mass during three basic types of structure/wall movement towards active and passive directions. The first research period in 1998-2000 aimed on active pressure and in 2001- 2002 on the first long-term experiment with passive pressure (E3/0.2). Then new experimental equipment was developed (2003–2009) on contemporary advanced level. The first long-term experiment with passive pressure E3/0,2 acting on wall rotated about the top was repeated and as double long-term experiments denoted like experiments E5/0,2 (2010) and E6/0,2 (2011). The new equipment is under full computer control and it has 5 bi-component pressure sensors in the arbitrarily moved front wall and 6 sensors in the solid back wall. (en)
Title	Double case of passive pressure acting on wall rotated about the top Double case of passive pressure acting on wall rotated about the top (en)
skos:prefLabel	Double case of passive pressure acting on wall rotated about the top Double case of passive pressure acting on wall rotated about the top (en)
skos:notation	RIV/68378297:_____/13:00425056!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	70499
http://linked.open...ai/riv/idVysledku	RIV/68378297:_____/13:00425056
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	lateral earth pressure; passive pressure experiment; Eurocode (en)
http://linked.open.../riv/klicoveSlovo	Eurocode passive pressure experiment lateral earth pressure
http://linked.open...ontrolniKodProRIV	[F37DAAD0367F]
http://linked.open...v/mistoKonaniAkce	Wheeling
http://linked.open...i/riv/mistoVydani	Rolla
http://linked.open...i/riv/nazevZdroje	Case histories in geotechnical engineering
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	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-04-29 (xsd:date)
number of pages	10 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Missouri University of Science and Technology
https://schema.org/isbn	1-887009-17-5

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