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Now showing items 201-205 of 205
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, ...
Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling
(Savez građevinskih inženjera Srbije / Association of Civil Engineers of Serbia, 2023)
In times of fast urbanization, underground infrastructure has taken primacy for servicing the city development. Shield tunnel construction is facing significant challenges due to geological uncertainty and limited availability ...
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 ...
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 ...