About: AN ESTIMATION OF A CROSS-SECTION STRESS STATE IN A PRIMARY TUNNEL LINING FROM STEEL CONCRETE

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About: AN ESTIMATION OF A CROSS-SECTION STRESS STATE IN A PRIMARY TUNNEL LINING FROM STEEL CONCRETE Goto Sponge NotDistinct Permalink

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Composite lining cross section from shotcrete and steel elements is the most common structure designated to prop up the ground shortly after work excavation. The shocrete incorporates steel elements into the ground. The steel elements provide an immediate response to the ground yielding just right after a steel arch gets on. As shotcrete gets stiff with time the cross section becomes rigid and the lining response increases. A secónd shotcrete strata sprayed later resumes further enhancement of cross section rigidity. This composite cross section displays a time developing modulus of elasticity which allows a controlled release of primary ground stress around the excavation on lowest response and it brings the ground to bear a part of ground load itselfs. The paper presents an approach of figuring out the stress state in the cross-section of a primary turmel lining from shotcrete and steel armature. Based upon a theory of cooperating rings the approach stands for both yield condition between steel and shotcrete and effective dimensions of cross section. Composite lining cross section from shotcrete and steel elements is the most common structure designated to prop up the ground shortly after work excavation. The shocrete incorporates steel elements into the ground. The steel elements provide an immediate response to the ground yielding just right after a steel arch gets on. As shotcrete gets stiff with time the cross section becomes rigid and the lining response increases. A secónd shotcrete strata sprayed later resumes further enhancement of cross section rigidity. This composite cross section displays a time developing modulus of elasticity which allows a controlled release of primary ground stress around the excavation on lowest response and it brings the ground to bear a part of ground load itselfs. The paper presents an approach of figuring out the stress state in the cross-section of a primary turmel lining from shotcrete and steel armature. Based upon a theory of cooperating rings the approach stands for both yield condition between steel and shotcrete and effective dimensions of cross section. (en)
Title	AN ESTIMATION OF A CROSS-SECTION STRESS STATE IN A PRIMARY TUNNEL LINING FROM STEEL CONCRETE AN ESTIMATION OF A CROSS-SECTION STRESS STATE IN A PRIMARY TUNNEL LINING FROM STEEL CONCRETE (en)
skos:prefLabel	AN ESTIMATION OF A CROSS-SECTION STRESS STATE IN A PRIMARY TUNNEL LINING FROM STEEL CONCRETE AN ESTIMATION OF A CROSS-SECTION STRESS STATE IN A PRIMARY TUNNEL LINING FROM STEEL CONCRETE (en)
skos:notation	RIV/61989100:27120/12:86083179!RIV13-MSM-27120___
http://linked.open...avai/riv/aktivita	S
http://linked.open...avai/riv/aktivity	S
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Hrubešová, Eva Mohyla, Marek Vojtasík, Karel Ďuriš, Lukáš
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	Vysoká škola báňská - Technická univerzita Ostrava / Fakulta stavební
http://linked.open...dnocenehoVysledku	121951
http://linked.open...ai/riv/idVysledku	RIV/61989100:27120/12:86083179
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	tunnel lining, steel-concrete, stress state (en)
http://linked.open.../riv/klicoveSlovo	stress state tunnel lining steel-concrete
http://linked.open...ontrolniKodProRIV	[8B56BB5AE31F]
http://linked.open...v/mistoKonaniAkce	Budapešť
http://linked.open...i/riv/mistoVydani	Veszprém
http://linked.open...i/riv/nazevZdroje	1st Eastern European Tunnelling Conference : Alagút- és Mélyépítű Napok 2012 : scientific program & abstracts : 18-21 September 2012, Budapest, Hungary
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	4 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...UplatneniVysledku	2012
http://linked.open...iv/tvurceVysledku	Hrubešová, Eva Mohyla, Marek Vojtasík, Karel Ďuriš, Lukáš
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2012-10-18 (xsd:date)
number of pages	5 (xsd:int)
http://purl.org/ne...btex#hasPublisher	OOK-Press
https://schema.org/isbn	978-963-89638-0-2
http://localhost/t...ganizacniJednotka	27120

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