Преглед наслова:

Приказ резултата 21-40 од 247

      Наслови
      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]