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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 ...
Seizmička analiza fleksibilnih ukopanih potpornih konstrukcija prema različitim tehničkim normativima
(Zbornik radova sa Nacionalnog kongresa DGKS ASES / Društvо građevinskih konstruktera Srbije, 16. Kongres, 28 - 30. 09. 2022., Aranđelovac, 2022)
Prikazane su odredbe vezane za projektovanje fleksibilnih ukopanih potpornih zidova na dejstvo zemljotresa za tri izabrana seizmička propisa – Evrokod 8, nacrta Pravilnika o tehničkim normativima za projektovanje i proračun ...
CliRtheRoads: An Integrated Approach to Landslide Risk Management on Roads in Serbia
(Springer, Cham, 2023)
In the framework of the project “Mainstreaming Climate Resilience in the Road Transportation Management in Serbia (CliRtheRoads)”, a complex mapping tool was developed to support the Government of Serbia and Public Enterprise ...
Geotehnički aspekti izgradnje visećeg pešačkog mosta u starom gradu u Užicu / Geotechnical aspects of construction of stressed ribbon bridge in Užice old town
(Savez građevinskih inženjera Srbije, 2023)
U radu su prikazani rezultati geotehničkih istraživanja za potrebe izgradnje visećeg pešačkog mosta preko klisure reke Đetinje u Užicu. Predviđeno je da most, sistema prednapregnute trake, omogući prelaz pešacima sa desne ...
Use of finite element method for 2D and 3D analyses of tunnelling induced settlements
(Croatian Association of Civil Engineers, 2020)
Results of a series of 3D and 2D analyses of open-face tunnelling in marly-clayey deposits are presented in the paper. A parametric study was performed to investigate the influence of initial stress state, soil deformability, ...
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 ...