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Steinbeis Transfer Center for Biomedical Research Ltd. Kragujevac the University of Kragujevac and the Institute for Water Resources “Jaroslav Cerni”,

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Presentation on theme: "Steinbeis Transfer Center for Biomedical Research Ltd. Kragujevac the University of Kragujevac and the Institute for Water Resources “Jaroslav Cerni”,"— Presentation transcript:

1 Steinbeis Transfer Center for Biomedical Research Ltd. Kragujevac the University of Kragujevac and the Institute for Water Resources “Jaroslav Cerni”, Belgrade Serbia and Montenegro Projects 2001-2004 ENVIRONMENTAL ENGINEERING SOFTWARE  2004-2010 ITC Software All rights reserved. ITC Software

2 ENVIRONMENTAL ENGINEERING SOFTWARE BASIC SOFTWARE SOME APPLICATIONS IN GEOMECHANICS

3 PAK-P A Finite Element 2D and 3D Program for Analysis of Groundwater Seepage  Linear and nonlinear analysis: steady, time- dependent problems  Saturated/unsaturated flow  Position of free surface  Boundary conditions: prescribed head, pressure, seepage face  Infiltration: special treatment of rain

4  Special algorithm for nodes at seepage face  Material characteristics: Variable conductivity for unsaturated soil region  Seepage forces: Calculation of nodal forces due to fluid flow, generated in the format for FE structure program

5 PAK-C Finite Element Program For Coupled Problems – Multiphase Fluid Flow with Heat Transfer Through Porous Deformable Medium  Linear and Geometrically and Materially Analysis, Linear and nonlinear solid, stationary and nonstationary, compressible and incompressible fluid  Static and Dynamic Analysis  Material Characteristics: Variation of porosity, elastic and elastoplastic consolidation, elastic, elastoplastic Cam- clay, thermoelastic material models, modelling of subsidence  Heat transfer and fluid flow  Multiphase flow

6 SOME APPLICATIONS IN GEOMECHANICS DEVELOPMENT OF THE “PRVONEK” DAM Exploitation of the "TILVA ROSH" Mine Underground Pollution Problems

7 Unsteady Potential Field on Dam

8 Filling of the Dam

9 Rain Flow

10 Two-dimensional nonlinear material consolidation

11 DEVELOPMENT OF THE “PRVONEK” DAM

12 BASIC DATA FOR DAM “PRVONEK” DISPOSITION OF THE DAM

13 CROSS-SECTION OF THE DAM

14 GEOMETRICAL DEFINITION OF THE MODEL 3D VIEW

15 GEOMETRICAL DEFINITION OF THE MODEL 2D VIEW

16 POTENTIAL FIELD

17 results POTENTIAL FIELD КОТА 530КОТА 570КОТА 600

18 RESULTS POTENTIAL FIELD CROSS-SECTION

19 POTENTIAL FIELD КОТА УСПОРА 614.80КОТА УСПОРА 610КОТА УСПОРА 600КОТА УСПОРА 590КОТА УСПОРА 580

20 VELOCITY FIELD ВАРИЈАНТА БЕЗ ЗАВЕСЕВДП ЗАВЕСЕ 3 LuВДП ЗАВЕСЕ 2 LuВДП ЗАВЕСЕ 1 Lu

21 ANIMATION OF POTENTIAL FIELD ON THE “PROVONEK” DAM

22 Stress and Strain Behaviour of Rocky Mass-Land During the Exploitation of the "TILVA ROSH" Mine

23

24 Instability Zones

25 Surface instability zones

26 Instability Zones

27 Effective Stress Distribution

28 Development of Instability Zones

29 The Underground Pollution Problems

30 Migration and Spread of a Contaminant Slug in a Fluid Flowing at Velocity v

31 ANIMATION OF THE RESULTS

32 Contaminant Migration and Spreading from a Continuous Source in a Fluid Flowing with Velocity v

33 ANIMATION OF THE RESULTS

34 We hope you enjoyed our presentation ! ITC Software Tel.: +1 978 287 4855 info@itcsoftware.com www.itcsoftware.com ITC Software


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