Sheeting Wall Analysis by the Method of Dependent Pressures
The result's identifiers
Result code in 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>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Sheeting Wall Analysis by the Method of Dependent Pressures
Original language description
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.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JN - Civil 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
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů