About: Vertical and Horizontal Stresses Due to Compaction of Backfill and its Influence on Behavior of Buried Structures

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About: Vertical and Horizontal Stresses Due to Compaction of Backfill and its Influence on Behavior of Buried Structures 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)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
rdfs:seeAlso	http://www.sgem.org
Description	Together with development of bridge structures interacting with backfill material (integrated and buried bridges), the importance of determining the actual behavior of compacted backfill of the bridge structure gains importance. The properties of the backfill material and its compaction play a critical role. This article deals with the experimental determination of the maximum vertical/horizontal stress due to compaction and its influence on the behavior of backfill of the buried structure, or its horizontal stiffness. Together with development of bridge structures interacting with backfill material (integrated and buried bridges), the importance of determining the actual behavior of compacted backfill of the bridge structure gains importance. The properties of the backfill material and its compaction play a critical role. This article deals with the experimental determination of the maximum vertical/horizontal stress due to compaction and its influence on the behavior of backfill of the buried structure, or its horizontal stiffness. (en)
Title	Vertical and Horizontal Stresses Due to Compaction of Backfill and its Influence on Behavior of Buried Structures Vertical and Horizontal Stresses Due to Compaction of Backfill and its Influence on Behavior of Buried Structures (en)
skos:prefLabel	Vertical and Horizontal Stresses Due to Compaction of Backfill and its Influence on Behavior of Buried Structures Vertical and Horizontal Stresses Due to Compaction of Backfill and its Influence on Behavior of Buried Structures (en)
skos:notation	RIV/68407700:21110/14:00221587!RIV15-TA0-21110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(TA03031099)
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Foglar, Marek Drahorád, Michal
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	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	53283
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/14:00221587
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Backfill of structure; compaction; horizontal stiffness; behavior of buried structure; earth pressure (en)
http://linked.open.../riv/klicoveSlovo	compaction earth pressure Backfill of structure behavior of buried structure horizontal stiffness
http://linked.open...ontrolniKodProRIV	[8882C43E4C19]
http://linked.open...v/mistoKonaniAkce	Bulharsko, Albena
http://linked.open...i/riv/mistoVydani	Sofia
http://linked.open...i/riv/nazevZdroje	SGEM2014 GeoConference Proceedings
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Transport infrastructure design optimization with respect to increased durability and operation safety
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Foglar, Marek Drahorád, Michal
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2014-06-17 (xsd:date)
issn	1314-2704
number of pages	10 (xsd:int)
http://bibframe.org/vocab/doi	10.5593/sgem2014B32
http://purl.org/ne...btex#hasPublisher	International Multidisciplinary Scientific GeoConference SGEM
https://schema.org/isbn	978-619-7105-08-7
http://localhost/t...ganizacniJednotka	21110

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