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Primena elastoplastičnih modela za tlo u proračunu fleksibilnih potpornih konstrukcija / Application an elasto-plastic models for soils in the analysis of earth retaining structures
(2007)
Са становишта прорачуна, потпорне конструкције спадају у ред најкомплекснијих геотехничких конструкција. Деформације конструкције и померања тла значајно утичу на расподелу притисака на конструкцију. Развој прорачуна ...
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 ...
Optimization and estimation in the planning and management of the Drina system / Optimizacija i estimacija pri planiranju i upravljanju u sistemu Drine
(Jugoslovensko društvo za odvodnjavanje i navodnjavanje, Beograd, 2004)
The water management system for the Drina river basin will be one of the most complex systems in Europe with regard to its areal coverage and performance. Successful planning of the system and management of the finished ...
Strukturna analiza Džebel Tameda (Djebel Tameda) u Alžiru primenom Landsat 7 satelita
(Rudarsko-geološko-građevinski fakultet Univerziteta u Tuzli, 2007)
Strukturna analiza Džebel Tameda rađena je na snimku Landsat 7 satelita snimlјenog ETM+ senzorom (Enhanced Thematic Mapper). Ovaj senzor daje snimke u sedam kanala, koji pokrivaju vidlјivi i infracrveni deo spektra, sa ...
Possibility of Landsat 7 Sattelite Images in Lithological and Structural Research of Arid Terrain, Illustrated on Djebel Tammeda in Algeria
(European Association of Remote Sensing Laboratories, 2009)
Structural analysis Djebel Tammeda performed on Landsat 7 satellite image obtained with ETM+ sensor (Enhanced Thematic Mapper). This sensor gives images in seven channels, which cover visible and infrared noise spectrum ...
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 ...
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 ...
Landslide susceptibility assessment with machine learning algorithms
(2009 International Conference On Intelligent Networking and Collaborative Systems (Incos 2009), 2009)
Case study addresses NW slopes of Fruska Gora Mountain, Serbia. Landslide activity is quite notorious in this region, especially along the Danube's right river bank, and recently intensified seismicity coupled with atmospheric ...
3D analysis of tunnel lining - rock mass interaction, I: Numerical modelling / 3D analiza interakcije tunelske obloge i stenske mase, I - numeričko modeliranje
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2004)
In the analysis of tunnel lining - rock mass interaction, it is essential to consider partial stress release at the tunnel face, i.e. deformation of the tunnel walling that occurs before the application of the lining. ...