Sheeting Wall Analysis by the Method of Dependent Pressures
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00189772" target="_blank" >RIV/68407700:21110/11:00189772 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Sheeting Wall Analysis by the Method of Dependent Pressures
Popis výsledku v původním jazyce
This paper describes the dependent pressures method with its basic assumptions as well as practical application. The method is evaluated by the real life example of the anchored sheeting wall in the open pit of Metro station Prosek in Prague. The sheeting construction is built in several construction stages with various anchoring levels. Each construction stage is analysed numerically by the dependent pressures method. The results of the numerical analysis show internal forces in the soldier beam, its deformation and internal stability of anchors for each construction stage. The values of deformation obtained from the dependent pressures analysis are compared with measured values from the in-situ monitoring.
Název v anglickém jazyce
Sheeting Wall Analysis by the Method of Dependent Pressures
Popis výsledku anglicky
This paper describes the dependent pressures method with its basic assumptions as well as practical application. The method is evaluated by the real life example of the anchored sheeting wall in the open pit of Metro station Prosek in Prague. The sheeting construction is built in several construction stages with various anchoring levels. Each construction stage is analysed numerically by the dependent pressures method. The results of the numerical analysis show internal forces in the soldier beam, its deformation and internal stability of anchors for each construction stage. The values of deformation obtained from the dependent pressures analysis are compared with measured values from the in-situ monitoring.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
Z - Vyzkumny zamer (s odkazem do CEZ)
Ostatní
Rok uplatnění
2011
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů