Deformation Characteristics of Shot Concrete Lining and Steel Lattice Beams

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083687" target="_blank" >RIV/61989100:27120/12:86083687 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.2478/v10160-012-0010-x" target="_blank" >http://dx.doi.org/10.2478/v10160-012-0010-x</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.2478/v10160-012-0010-x" target="_blank" >10.2478/v10160-012-0010-x</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Deformation Characteristics of Shot Concrete Lining and Steel Lattice Beams

Popis výsledku v původním jazyce

Steel-concrete tunnel lining is the only type of stabilizing structure statically active in phase of its construction, i.e. immediately after execution of excavating. This fact predestinates it for stabilization of excavation in interaction with solid rock mass. Deformation characteristic of the shot concrete lining is determined by variable stiffness of the lining cross-section during the construction and shortly after its completion, and it is subjected to the advancement upon construction of the lining. Variable stiffness of the lining structure enables controlled release of stress state of the solid rock mass after execution of excavation. The present contribution analyzes activity of the shot concrete tunnel lining and steel lattice beams. Deformation characteristics are determined based on mutual interaction of the lining and solid rock mass during individual constructional stages of the lining determined by geometrical parameters of the lining cross-section and state of individu

Název v anglickém jazyce

Deformation Characteristics of Shot Concrete Lining and Steel Lattice Beams

Popis výsledku anglicky

Steel-concrete tunnel lining is the only type of stabilizing structure statically active in phase of its construction, i.e. immediately after execution of excavating. This fact predestinates it for stabilization of excavation in interaction with solid rock mass. Deformation characteristic of the shot concrete lining is determined by variable stiffness of the lining cross-section during the construction and shortly after its completion, and it is subjected to the advancement upon construction of the lining. Variable stiffness of the lining structure enables controlled release of stress state of the solid rock mass after execution of excavation. The present contribution analyzes activity of the shot concrete tunnel lining and steel lattice beams. Deformation characteristics are determined based on mutual interaction of the lining and solid rock mass during individual constructional stages of the lining determined by geometrical parameters of the lining cross-section and state of individu

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/EE2.3.20.0013" target="_blank" >EE2.3.20.0013: Tvorba a internacionalizace špičkových vědeckých týmů a zvyšování jejich excelence na Fakultě stavební VŠB-TUO</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2012

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Transactions of the VŠB - Technical University of Ostrava

ISSN

1804-4824

e-ISSN

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Svazek periodika

12

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

PL - Polská republika

Počet stran výsledku

8

Strana od-do

1-8

Kód UT WoS článku

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EID výsledku v databázi Scopus

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