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3D analysis of tunnel lining - rock mass interaction, II: Effect of construction process simulation and parametric studies / 3D analiza interakcije tunelske obloge i stenske mase, II - efekat simulacije procesa izgradnje i parametarske studije
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
For correct evaluation of stresses and deformations in tunnel lining and rock mass, it is necessary to use 3D numerical models. 3D FEM numerical modeling of tunnel driving has been described in Part I along with a presentation ...
Konstitutivne jednačine za pesak u njihova primena pri numeričkoj analizi ponašanja trakastog temelja / Constitutive equations for sand and their application in numericalanalysis of strip foundation behavior
(Универзитет у Београду, Грађевински факултет, 2012)
Rešavanjem graničnih problema fundiranja i mehanike tla u građevinarstvu razvijen je velikibroj konstitutivnih modela i svaki je uspešan za određenu vrstu tla i za specifičnu putanjuopterećenja. Zbog nehomogenosti i ...
Numerical analysis of subsidence induced by construction of a NATM tunnel / Numerička analiza sleganja usled izgradnje jednog NATM tunela
(Univerzitet u Novom Sadu - Građevinski fakultet Subotica/University of Novi Sad - Faculty of Civi Enginering Subotica, Subotica, 2021)
The design of urban tunnels, often constructed at shallow depths, in soft ground, requires an appropriate prediction of ground surface settlements. Control of surface settlements is of particular importance in open-face ...
Eurocode 7 and design of deep excavations and tunnels using finite element method
(University of Montenegro - Faculty of Civil Engineering, 2022)
Advanced numerical methods, such as the finite element method (FEM), are widely used in geotechnical engineering practice to predict displacements induced by deep excavations and tunnel construction. While the finite element ...