The impact of sequential extraction method on primary lining sructure of tunnels
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F02%3A00006449" target="_blank" >RIV/61989100:27120/02:00006449 - 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 se 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 - Geotechnics 2002", Štrbské Pleso, Slovensko
ISBN
80-248-0115-9
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
98-102
Publisher name
ORGWARE
Place of publication
Bratislava
Event location
Štrbské Pleso, Slovensko
Event date
Sep 25, 2002
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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