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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 ...
Upscaling and downscaling landslide susceptibility maps
(OIC S.r.l., Viale della Giovine Italia, 17, 50122 Firenze, Italy, 2023)
Although without official standardization, landslide susceptibility models (LSM) have entered preliminary stages of design and planning practice worldwide. As design and planning itself undergoes from lower to higher level ...
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, ...
Geofizička istraživanja tonjenja lesa u Zemunu
(Srpsko geološko društvo, 2022)
Istražni prostor obuhvata periferni deo Zemunskog lesnog platoa, koji čini značajni deo Zemuna. U prirodnim uslovima teren je okarakterisan kao stabilan, ali se usled prodora veće količine vode u tlo, naročito u dužem ...
An Integrated Approach to Landslides Risk Management for Local and National Authorities
(Springer, Cham, 2023)
The University of Belgrade, Faculty of Mining and Geology has been involved in landslide risk reduction activities at the national, regional, and site-specific levels in Serbia for decades. Since 2011 the Faculty has had ...
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 ...