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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 ...
A landslide data base model for ClirTheRoads project in Serbia
(OIC S.r.l., Viale della Giovine Italia, 17, 50122 Firenze, Italy, 2023)
Within the project Mainstreaming Climate Resilience in the Road Transportation Management in Serbia (CliRtheRoads), a complex software solution was developed to support Public Enterprise Roads of Serbia in climate change ...
Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading
(MDPI / Applied Sciences, 2023)
This paper investigates the possibility of the application of the HArdening State Parameter (HASP) constitutive model for numerical modelling of overconsolidated soft clay under embankment loading. The HASP constitutive ...
Stabilizacija gline visoke plastičnosti primenom letećeg pepela iz termoelektrane "Kolubara"
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2015)
U radu su prikazani rezultati laboratorijskih ispitivanja stabilizacije gline visoke plastičnosti primenom letećeg pepela iz termoelektrane Kolubara, sa i bez aktivatora cementa ili kreča. Ispitan je uticaj pepela na odnos ...
3D analysis of tunnel lining - rock mass interaction, I: Numerical modelling / 3D analiza interakcije tunelske obloge i stenske mase, I - numeričko modeliranje
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
In the analysis of tunnel lining - rock mass interaction, it is essential to consider partial stress release at the tunnel face, i.e. deformation of the tunnel walling that occurs before the application of the lining. ...