Determination of Input Parameters for a Fully Probabilistic Geotechnical Design

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU90633" target="_blank" >RIV/00216305:26110/10:PU90633 - 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
Determination of Input Parameters for a Fully Probabilistic Geotechnical Design
Original language description
A deterministic analysis is mainly used for a design of engineering structures nowadays. Fully probabilistic design is a new trend for analysing engineering structures. Determination of input parameters is a very important part for both types of analyses. Unlike to a deterministic analysis, the input parameters for a fully probabilistic design are defined as random values in stochastic approach. It means that statistical data set of an input parameter is needed from which probability distribution function (pdf) can be derived. This function can be then defined by various statistical parameters such as the mean value, the variance, etc. The paper deals with a determination of the pdf type and of its statistic parameters for an oedometric modulus, whichis the input parameter for a modelling the interaction of a structure with a subsoil in Soilin software package. The statistical analysis is done for two cases. In the first case direct laboratory measurements of an oedometric modulus is
Czech name
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Czech description
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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)

Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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