Numerical analysis of deep excavation affected by tectonic discontinuity

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU44803" target="_blank" >RIV/00216305:26110/09:PU44803 - 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

Numerical analysis of deep excavation affected by tectonic discontinuity

Popis výsledku v původním jazyce

Retaining structures are in most cases excavated in soils (coarse grained or fine-grained soils) whereas rock environments are less common. This can change in the near future. As the space is scarce especially in cities, the use of underground is more and more common. The consequence of this may be fact that during excavation of the foundation pit, rock environment formed mainly by solid rocks will be reached. This environment was subject to many geological process which have altered the rock properties. The most significant are tectonic processes. They usually cause many discontinuities (cracks, clefts). This was the background for the paper analysing retaining structures which are built in the rock environment affected by tectonic disturbances. The main content of the paper is the numerical analysis of the retaining structure in the rock environment disturbed by joints. An influence of some factors on displacements and bending moments of retaining structure (diaphragm wall) is studie

Název v anglickém jazyce

Numerical analysis of deep excavation affected by tectonic discontinuity

Popis výsledku anglicky

Retaining structures are in most cases excavated in soils (coarse grained or fine-grained soils) whereas rock environments are less common. This can change in the near future. As the space is scarce especially in cities, the use of underground is more and more common. The consequence of this may be fact that during excavation of the foundation pit, rock environment formed mainly by solid rocks will be reached. This environment was subject to many geological process which have altered the rock properties. The most significant are tectonic processes. They usually cause many discontinuities (cracks, clefts). This was the background for the paper analysing retaining structures which are built in the rock environment affected by tectonic disturbances. The main content of the paper is the numerical analysis of the retaining structure in the rock environment disturbed by joints. An influence of some factors on displacements and bending moments of retaining structure (diaphragm wall) is studie

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GA103%2F09%2F1262" target="_blank" >GA103/09/1262: Numerická analýza pažících konstrukcí s využitím různých konstitučních modelů</a><br>

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2009

Kód důvěrnosti údajů

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

Název statě ve sborníku

Analysis of Discontinuous deformation

ISBN

978-981-08-4455-4

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

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Název nakladatele

Research Publishing

Místo vydání

Singapore

Místo konání akce

Singapore

Datum konání akce

25. 11. 2009

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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