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Conditions for stability of deformation in elasto-plastic materials / Kriterijum stabilnosti deformacije elastoplastičnih materijala
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2015)
It is possible to look at the critical point determination as a sign change in the second derivative of the yield function. Numerical method in determining critical stress in geomechanical material using an iterative ...
Application an numerical stress integration of elasto-plastic models for soils in the analysis of geotechnical structures / Primena numeričke integracije napona kod elastoplastičnih modela za tlo u analizi geotehničkih konstrukcija MKE
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
In terms of analysis, the geotechnical structures are one of the most complex structures. Because of interaction, the deformations of the structure and soil displacement significantly influence the distribution of pressures ...
Statistical processing the results of interlaboratory testing the grain-size distribution of sand and gravel from the western part of the Kostolac basin / Statistička obrada rezultata međulaboratorijskog ispitivanja granulometrijskog sastava peska i šljunka iz zapadnog dela kostolačkog basena
(Institut za rudarstvo i metalurgiju, Bor i Komitet za podzemnu eksploataciju mineralnih sirovina, Resavica, 2012)
This paper presents the results of interlaboratory testing the grain-size distribution of sand and gravel on representative samples from the site of the western part of the Kostolac Basin. The results were statistically ...
Analysis of ground settlement caused by tunnel construction
(Croatian Association of Civil Engineers, 2012)
Prediction of ground settlement is considered as highly significant in the design of tunnels located in urban areas. 2D and 3D modelling of tunnel construction, as needed for settlement analysis, is made according to the ...
Simplified method for generating slope seismic deformation hazard curve
(Elsevier Ltd, 2015)
A simplified method for generating slope deformation hazard curve that takes into account the variations of input parameters is presented in this paper. The main assumption in the new approach is that the occurrence of ...
The role and concept of a distributed hydro information system supporting integrated water management in the Drina river basin / Uloga i koncepcija distributivnog hidro-informacionog sistema za podršku integralnom upravljanju vodama sliva Drine
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2004)
The significant hydro potential of the Drina River is not utilized to its full extent. A very important step towards integrated water management in the Drina River basin is the establishment of a distributed system to aid ...
Fly ash and slag utilization for the Serbian railway substructure
(Vilnius Gediminas Technical University, 2016)
Approximately 7 million tons of fly ash and slag are produced in thermal power plants in Serbia every year, only 3% of which is used in the cement industry. About 300 million tons of the ash-slag mixture are disposed in ...
Comparison of expert, deterministic and Machine Learning approach for landslide susceptibility assessment in Ljubovija Municipality, Serbia
(Geofizika, 2017)
Landslide Susceptibility Assessment is becoming a very productive re-search area, wherein different modeling approaches are practiced to delineate zones of the high-low likelihood of landslide occurrence. However, ...
Primena automatizovane tehnike određivanja topografskih vododelnica analizom DEM-a
(Savez inženjera i tehničara Srbije, Beograd, 2013)
Osnovne topografske osobine igraju važnu ulogu u određivanju hidroloških karakteristika sliva,
prilikom modeliranja vodnih resursa. Algoritam, koji je korišćen, u ovom radu, za definisanje kontura vododelnica, se oslanja ...
3D analysis of tunnel lining - rock mass interaction, II: Effect of construction process simulation and parametric studies / 3D analiza interakcije tunelske obloge i stenske mase, II - efekat simulacije procesa izgradnje i parametarske studije
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
For correct evaluation of stresses and deformations in tunnel lining and rock mass, it is necessary to use 3D numerical models. 3D FEM numerical modeling of tunnel driving has been described in Part I along with a presentation ...