Prediction of Earth Dam Creep Behaviour Using Numerical Modelling
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F00%3A24300014" target="_blank" >RIV/00216305:26110/00:24300014 - 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
Prediction of Earth Dam Creep Behaviour Using Numerical Modelling
Original language description
One of the most important problems when dealing with dam stability is its time dependent irreversible structural change - co called creep behaviour. The paper introduces both the theoretical and practical application of relatively simple method based onequations of state which are used in the frame of the finite element method solution. By this method, the time development of strain, stress and local stability of earth dams was carried out. The paper shows some partialof creep behaviour solution of theearth dam Dalešice, two other Slovak dams - Ruzin and Liptovska Mara - were solved by the method proposed. Calculated displacements were compared with obsedved values at the time period 1985 - 1996.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
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
2000
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Twentieth congress on large dams
ISBN
0254-0703
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
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Publisher name
ICOLD
Place of publication
Beijing - China
Event location
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Event date
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Type of event by nationality
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UT code for WoS article
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