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Št. zadetkov: 4
Modeling of the stress-strain behavior in hard soils and soft rocks
Vladimir Vukadin
Izvirni znanstveni članek
Oznake: geomechanics;soft rocks;hard soils;stress-strain behaviour;constitutive modeling;structure;destructurization;numerical modeling;
The paper begins with a definition of hard soils and soft rocks (HSSR); this is followed by a short overview of the typical stress-strain behavior of HSSR. It is shown that in spite of the differences in the origin, type and strength of materials, similar stress-strain behaviors can be observed for ...
Leto: 2007 Vir: Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo (UM FGPA)
Development and analysis of 3D geological/geomechanical models for pumped hydroelectric power plant Kozjak
Vladimir Vukadin
Izvirni znanstveni članek
Oznake: geological investigations;geomechanical investigations;3D geological-geomechanical models;HPP Kozjak;
In order to specify the geological and geotechnical conditions for the construction of the Kozjak pumpedstorage hydroelectric power plant (HPP), the site area has undergone considerable geological, geophysical and geomechanical investigations. Due to the complexity of the geotechnical constructions ...
Leto: 2009 Vir: Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo (UM FGPA)
Development of a conceptual material model for structured materials -S_BRICK
Vladimir Vukadin, Jakob Likar, Vojkan Jovičić
Izvirni znanstveni članek
Oznake: geomehanika;mehke kamnine;trde zemljine;struktura;destrukturizacija;konstitutivni materialni modeli;BRICK;numerično modeliranje;geomechanics;soft rocks;hard soils;constitutive material models;structure;destructuring;numerical modeling;
Materials known in literature as Soft Rocks & Hard Soils such as claystones, siltstones, flysh, hard soils, marls, etc. received a lot of attention in research community in recent years. It was demonstrated that some of these materials can be described through general theoretical framework (Cotecchi ...
Leto: 2005 Vir: Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo (UM FGPA)
Numerical simulation of intact rock behaviour via the continuum and Voronoi tesselletion models
Teja Fabjan, Diego Mas Ivars, Vladimir Vukadin
Izvirni znanstveni članek
Oznake: distinct-element method;parametric sensitivity analysis;intact rock;Voronoi tessellation;micromechanical properties;standard laboratory test;
The numerical simulation of intact rock microstructure and its influence on macro-scale behaviour has received a lot of attention in the research community in recent years. Generating a grain-like structure with polygonal area contacts is one of the avenues explored for describing the rock’s microst ...
Leto: 2015 Vir: Repozitorij Univerze v Ljubljani (RUL)
Št. zadetkov: 4
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