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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 ...
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, ...
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 ...