The influence of sequential tunnel face extracting on load of primary tunnel lining structure
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F02%3A00006450" target="_blank" >RIV/61989100:27120/02:00006450 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
čeština
Original language name
Vliv členění výrubu čelby tunelu na zatížení primární výztuže
Original language description
Load set of a primary lining structure of an underground large cross section work extracted by sequential method is accomplished with the aid of load coefficients correcting the stress-state. The values of load coefficients are drawn individually for each splitting layout plan of an underground work face by applying 3D numerical analysis. This way of load set enables to take into account the impact of sequential extraction and stabilizing of an underground work on the load development of support structure for the whole construction course even after its completion.
Czech name
Vliv členění výrubu čelby tunelu na zatížení primární výztuže
Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2002
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Sborník mezinárodní konference "Geotechnika 2002", Gliwice-Ustron, Polsko
ISBN
83-911515-4-9
ISSN
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e-ISSN
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Number of pages
14
Pages from-to
263-276
Publisher name
Politechnika Slaska
Place of publication
Gliwice, Polsko
Event location
Gliwicew-Ustron, Polsko
Event date
Oct 15, 2002
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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