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Now showing items 11-20 of 115
Correlative relations for defining the rock deformability / Korelativni odnosi za definisanje deformabilnosti stene
(Savez inženjera i tehničara Srbije, Beograd, 2018)
In the framework of geotechnical investigations of the rock mass at the partition site MHE Bočac 2 (BiH), Jelašnica dams on the same river in southern Serbia and nine partition sites of hydroelectric power plants on the ...
Building objects and huseholds inventorying for the purpose of risk estimation on the Umka landslide near Belgrade / Evidentiranje građevinskih objekata i stanovništva za potrebe procene rizika od klizišta Umka kod Beograda
(Srpsko geološko društvo, Beograd, 2018)
The Umka landslide is systematically investigated and one of the biggest inhabited landslides in Serbia. Landslide is active, with known sliding intensity (more or less) for last 50 years, while landslide is old couple of ...
Modelovanje hazarda od klizišta različitim metodama u GIS-u i njihova evaluacija
(Društvo geoloških inženjera i tehničara Srbije - DGEITS, 2012)
Prostorno modelovanje hazarda/potencijala od klizanja može se izvesti najrazličitijim tehnikama u GIS-okruženju ako su prethodno definisani ulazni podaci koji dovolјno korektno diskretizuju model. U ovom radu je izvršena ...
The Importance of the Existing Engineering Geological Conditions During the Building Construction on the Terrain Affected by Sliding
(Springer International Publishing, Cham, 2015)
Proračun aksijalne nosivosti šipova prema EC7 pri seizmičkom dejstvu
(Fakultet tehničkih nauka, Departman za građevinarstvo i geodeziju, Novi Sad, 2018)
Using ArcGIS for Landslide Umka 3D Visualisation
(Serbian Geological Society, 2011)
The recent developments in earth sciences software are mostly related to the extension allowing
graphical representations of volumes and geological bodies. In this paper, we present a tool for 3D visualization of landslide ...
Konstitutivne jednačine za pesak u njihova primena pri numeričkoj analizi ponašanja trakastog temelja / Constitutive equations for sand and their application in numericalanalysis of strip foundation behavior
(Универзитет у Београду, Грађевински факултет, 2012)
Rešavanjem graničnih problema fundiranja i mehanike tla u građevinarstvu razvijen je velikibroj konstitutivnih modela i svaki je uspešan za određenu vrstu tla i za specifičnu putanjuopterećenja. Zbog nehomogenosti i ...
Formulacija i implementacija konstitutivnog modela za prekonsolidovane gline
(Универзитет у Београду, Грађевински факултет, 2017)
Pouzdanost analiza geotehničkih problema numeričkih metoda kao što su metoda konačnih elemenata...
Application of an Automated Technique for Topographic Watershed Deriving Using DEM Analysis
(Union of Engineers and Technicians of Serbia, Belgrade, 2013)
Basic topographic features play major role in deriving basin hydrological characteristics for water
resources modeling. Algorithm used in this paper for defining watershed contours relies on digital
elevation model (DEM) ...
Static and kinematic height limit of vertical slope
(Serbian Society of Mechanics, Belgrade, 2011)
In the present paper static and kinematic limit of vertical slope has been analyzed. An overview of literature is given. It is well know from Drucker-Prager paper (1952) that lower bound (static) is H=2c/γ where c and γ ...