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Now showing items 1-20 of 236

      Titles
      3D analiza interakcije tunelske obloge i stenske mase, I - numeričko modeliranje [1]
      3D analiza interakcije tunelske obloge i stenske mase, II - efekat simulacije procesa izgradnje i parametarske studije [1]
      3D analysis of tunnel lining - rock mass interaction, I: Numerical modelling [1]
      3D analysis of tunnel lining - rock mass interaction, II: Effect of construction process simulation and parametric studies [1]
      3D MKE analiza pomeranja u tlu usled izgradnje plitkog tunela [1]
      3D terrestrial laser scanning and GPS technology for slope stability investigations - case studies [1]
      A comparative analysis of pile design using eurocode 7 and national code of practice [1]
      A geotechnical model of the Umka landslide with reference to landslides in weathered Neogene marls in Serbia [1]
      A proposal for the landslide damage questionnaire in suburban areas [1]
      An evaluation of methods for numerical integration of constitutive relations of elasto-plastic soil models [1]
      Analiza različitih sistema ventilacije, grejanja i hlađenja kod industrijskih objekata [1]
      Analiza stabilnosti vertikalnog zaseka primenom mehanike loma [1]
      Analysis of ground settlement caused by tunnel construction [1]
      Analysis of mat foundation on inclined multi-layer subgrade [1]
      Application an elasto-plastic models for soils in the analysis of earth retaining structures [1]
      Application an numerical stress integration of elasto-plastic models for soils in the analysis of geotechnical structures [1]
      Application of AHP and WoE methods for landslide susceptibility assessment on Krupanj municipality [1]
      Application of an Automated Technique for Topographic Watershed Deriving Using DEM Analysis [1]
      Application of geological strength index for characterization of weathering-induced failures [1]
      Application of Hardening State Parameter Constitutive Model for Prediction of Overconsolidated Soft Clay Behavior Due to Embankment Loading [1]