National Repository of Dissertations in Serbia
    • English
    • Српски
    • Српски (Serbia)
  • English 
    • English
    • Serbian (Cyrilic)
    • Serbian (Latin)
  • Login
View Item 
  •   NaRDuS home
  • Универзитет у Нишу
  • Грађевинско-архитектонски факултет
  • View Item
  •   NaRDuS home
  • Универзитет у Нишу
  • Грађевинско-архитектонски факултет
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Primena probabilističkog koncepta u geotehničkim računskim analizama stabilnosti

Probabilistic concept and its application in geotechnical stability analyses

Thumbnail
2013
Disertacija.pdf (9.226Mb)
Author
Davidović, Nebojša
Mentor
Prolović, Verka
Committee members
Lukić, Dragan
Stojić, Dragoslav
Bonić, Zoran
Metadata
Show full item record
Abstract
Subject of scientific research conducted within this thesis are geotechnical stability analyses, in which the definition of an appropriate soil model due to the complexity of the material (soil) and uncertainties inherent in the influencing factors (soil parameters and load) is difficult. Research methods are dictated by the nature of the problem which is the subject of research. Modeling of soil for geotechnical stability analysis is based on the identification of input parameters (soil characteristics and load), entering their numerical values (constant - for deterministic analysis, and probability distribution functions to describe the range of possible values of each parameter - for purposes of applying the probabilistic concept of stability analysis). Comparative stability analysis of each of a series of selected typical geotechnical problems is performed using the first deterministic, then probabilistic concept. The limitations of traditional deterministic approach are that it do...es not consider the uncertainty of input parameters and does not provide information on the probability of failure. The task of research is to provide a detailed insight into the structure of stability analysis procedures based on a probabilistic concept, where each input parameter is defined by the range of possible values and a probability distribution function. The results clearly show the advantages of probabilistic approaches in stability analysis and the need for its wider application in our community.

Faculty:
Универзитет у Нишу, Грађевинско-архитектонски факултет
Date:
2013
Projects:
  • Development and improvement of methods for the analyses of soil-structure interaction based on theoretical and experimental research (RS-36028)
Keywords:
Probabilistički koncept / Probabilistic concept / geotechnical analyses / soil parameters / uncertainty / variability / slope stability / bearing capacity. / geotehničke analize / parametri tla / neodređenost / promenljivost / stabilnost kosina / nosivost temeljnog tla.
[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_nardus_3852
URI
https://nardus.mpn.gov.rs/handle/123456789/3852
http://eteze.ni.ac.rs/application/showtheses?thesesId=1670
https://fedorani.ni.ac.rs/fedora/get/o:927/bdef:Content/download
http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70052&RID=533639318

DSpace software copyright © 2002-2015  DuraSpace
About NaRDus | Contact us

OpenAIRERCUBRODOSTEMPUS
 

 

Browse

All of DSpaceUniversities & FacultiesAuthorsMentorCommittee membersSubjectsThis CollectionAuthorsMentorCommittee membersSubjects

DSpace software copyright © 2002-2015  DuraSpace
About NaRDus | Contact us

OpenAIRERCUBRODOSTEMPUS