Optimization of numerical modeling for the design of underground structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00180900" target="_blank" >RIV/68407700:21110/11:00180900 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Optimization of numerical modeling for the design of underground structures

Popis výsledku v původním jazyce

There is a very significant boom of the tunnelling industry in the Czech Republic and generally worldwide in recent years. The main reason is the lack of space on surface in major cities together with requirements for faster traffic connections. Therefore a very significant number of tunnels are either under construction or in the design stage. One of the reasons of a high price of tunnels in Czech is inadequate time for preparation of constructions; consultants do not have a sufficient time to providedetailed numerical modeling which would assist to optimize excavation procedure and support measures of underground structures. Therefore quite often conservative or inappropriate solutions are adopted. The paper introduces research project which is to optimize the implementation of numerical calculations of underground structures to achieve maximum compliance with reality.

Název v anglickém jazyce

Optimization of numerical modeling for the design of underground structures

Popis výsledku anglicky

There is a very significant boom of the tunnelling industry in the Czech Republic and generally worldwide in recent years. The main reason is the lack of space on surface in major cities together with requirements for faster traffic connections. Therefore a very significant number of tunnels are either under construction or in the design stage. One of the reasons of a high price of tunnels in Czech is inadequate time for preparation of constructions; consultants do not have a sufficient time to providedetailed numerical modeling which would assist to optimize excavation procedure and support measures of underground structures. Therefore quite often conservative or inappropriate solutions are adopted. The paper introduces research project which is to optimize the implementation of numerical calculations of underground structures to achieve maximum compliance with reality.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2011

Kód důvěrnosti údajů

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

Název statě ve sborníku

Young Scientist 2011

ISBN

978-80-553-0639-1

ISSN

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e-ISSN

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Počet stran výsledku

9

Strana od-do

62-70

Název nakladatele

Stavebná fakulta TÚ

Místo vydání

Košice

Místo konání akce

Herlany

Datum konání akce

5. 4. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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