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Faculty of Civil Engineering of the University of Belgrade
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GraFar
GraFar
Катедра за грађевинску геотехнику
Browsing by Titles
GraFar
GraFar
Катедра за грађевинску геотехнику
Browsing by Titles
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Titles
Application of geological strength index for characterization of weathering-induced failures
[1]
Application of geophysical and multispectral imagery data for predictive mapping of a complex geo‑tectonic unit: a case study of the East Vardar Ophiolite Zone, North‑Macedonia
[1]
Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading
[1]
Applying terrestrial laser scanning in geotechnical engineering
[1]
Assessment of landslide-related hazard and risk on the road network of the Valjevo city, Serbia
[1]
Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade
[1]
Automated GNSS monitoring of Umka landslide review of seven years experience and results
[1]
Basic kinematic analysis of rock slope using terrestrial 3D laser scanning on the M-22 highroad pilot site
[1]
Bearing Capacity of Circular Concrete Fulled Steel Tube Columns.
[1]
Beoslide - Belgrade landslide inventory
[1]
Bounding surface model for overconsolidated clays with new state parameter formulation of hardening rule
[1]
Building objects and huseholds inventorying for the purpose of risk estimation on the Umka landslide near Belgrade
[1]
Catastrophic risks and sustainable development
[1]
CliRtheRoads: An Integrated Approach to Landslide Risk Management on Roads in Serbia
[1]
Comparative Analysis of Alternative Solutions of Excavation for Section of Hydropower Tunnel HPP "Dabar"
[1]
Comparative seismic analysis of RC buildings under influence of soil-structure interaction
[1]
Comparison of expert, deterministic and Machine Learning approach for landslide susceptibility assessment in Ljubovija Municipality, Serbia
[2]
Concepts for improving machine learning based landslide assessment
[1]
Conditional random fields for simulating spatial variability of geotechnical parameters in tunnelling
[1]
Conditions for stability of deformation in elasto-plastic materials
[1]
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