Stochastic Approach to the Stability Analysis of Earth Slopes
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F06%3A00121673" target="_blank" >RIV/68407700:21110/06:00121673 - 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
Stochastic Approach to the Stability Analysis of Earth Slopes
Original language description
Accepting a random character of input data clearly requires considerably different approach to the solution of the problem of stability of earth slopes when compared to purely deterministic analysis. Stochastic approach to the modeling of failure of earth structures is the prominent topic of this paper. There the basic theoretical grounds pertinent to the modeling of slope stability problems are presented in the framework of finite element method and stochastic environment including simulation methods such as the Latin Hypercube sampling method and sampling techniques when dealing with samples of finite size.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2006
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
The 5th International Congress of Croatian Society of Mechanics - Proceedings
ISBN
953-96243-9-8
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
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Publisher name
Croatian Society of Mechanics
Place of publication
Zagreb
Event location
Trogir
Event date
Sep 21, 2006
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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