Numerical analysis of deep excavation affected by tectonic discontinuity

Result code in 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>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Numerical analysis of deep excavation affected by tectonic discontinuity
Original language description
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
Czech name
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Czech description
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Project
<a href="/en/project/GA103%2F09%2F1262" target="_blank" >GA103/09/1262: Numerical Analysis of Retaining Walls using Different Constitutive Models</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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