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VERIFICATION OF THE RESULTS OF THE GEOTECHNICAL MONITORING USING FINITE ELEMENT METHOD

Drusa, Mariбn, Lamich, David, Vl?ek, Jozef, Heviбnkovб, Silvie, Kyncl, Miroslav, Marschalko, Marian, Yilmaz, Isik, Bouchal, Tomбљ, al., Miroslava Bendovб et

First published: 2013-06-20https://doi.org/10.5593/sgem2013/ba1.v2/s02.070View metrics

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Publication details

Title
VERIFICATION OF THE RESULTS OF THE GEOTECHNICAL MONITORING USING FINITE ELEMENT METHOD
Authors
Drusa, Mariбn, Lamich, David, Vl?ek, Jozef, Heviбnkovб, Silvie, Kyncl, Miroslav, Marschalko, Marian, Yilmaz, Isik, Bouchal, Tomбљ, al., Miroslava Bendovб et
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 13th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2013
Pages
533 - 540 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
Keywords
References44
  1. Bednarik, M., Yilmaz, I., Marschalko, M., 2012. Landslide hazard and risk assessment: a case study from the Hlohovec-Sered landslide area in south-west Slovakia. Natural Hazards, 64, 1, 547-575

  2. Brinkvere R. B. J.: PLAXIS 2D v 9.0 Scientific Manual, 2009.

  3. Drusa M., Chebeň V., 2011.Geotechnical monitoring of road embankment in landslide area by time domain reflectometry technology. SGEM 2011 : 11th international multidisciplinary scientific geoconference : 20-25, June 2011, Bulgaria. Vol. 1, 2011, pp.. 473-480.

  4. Drusa, M., Giang, N. 2004. Stress and compressibility calculation in subsoil of high embankments and effectiveness of speeding up subsoil consolidation. Komunikacie 6 (3): 5-9

  5. Drusa, M., Gróf, V. 2004. Geotechnical aspects of railway tunnel construction near rudoltice Komunikacie. 6 (3): 51-54

  6. Geotechnický monitoring SO 24- 38-01 Nové Mesto nad Váhom – Trenčianske Bohuslavice, Komunikácia nadjazdu v nžkm 104,346 vrátane oporného múra, Geoexperts, II/2011.

  7. Kempa, T., Marschalko, M., Yilmaz, I., Lacková, E., Kubečka, K., Stal machová, B., Bouchal, T., Bednárik, M., Drusa, M., Bendová, M., 2013. In-situ remediation of the contaminated soils in Ostrava city (Czech Republic) by steam curing/vapor. Engineering Geology 154, 42-55

  8. Malgot, J., Baliak, F., Kopecky, M., Benko B. Engineering geological problems of tunnel construction for new highways in Slovakia. 8th International Congress International Association For Engineering Geology And The Environment, Proceedings, Vols 1-5, pp.3739-3742, 1998 Vancouver, Canada

  9. Marschalko M., Lahut a H., Juriš P. 2008. Analysis of workability of rocks and type of prequarternary bedrock in the selected part of the Ostrava conurbation by means of geographic information systems. Acta Montanistica Slovaca 13 (2), 195-203

  10. Marschalko, M., Bednarik, M., Yilmaz, I., 2012 Evaluation of engineering- GeoConference on Science and Technologies in Geology, Exploration and Mining geological conditions for conurbation of Ostrava (Czech Republic) within GIS environment. Environmental Earth Sciences, 67, 4, 1007-1022

  11. Marschalko, M., Bednárik, M., Yilmaz, I., Bouchal, T., Kubečka, K., 2012. Evaluation of subsidence due to underground coal mining: an example from the Czech Republic. Bulletin of engineering geology and the environment 71 (1), pp.105-111

  12. Marschalko, M., Bednárik, M., Yilmaz, I., Kubečka, K., Bouchal, T., Zavada, J., 2012. Subsidence map of underground mining influence for urban planning: an example from the Czech Republic. Quarterly Journal of Engineering Geology and Hydrogeology 45 (2), pp. 231-241

  13. Marschalko, M., Juriš, P., 2009. Task of engineering geology in land -use planning on the example of four selected geofactors. Acta Montanistica Slovaca14 (4), pp. 275-283

  14. Marschalko, M., Třeslín, L., 2009. Impact of underground mining to slope deformation genesis at Doubrava Ujala. Acta Montanistica Slovaca 14 (3), pp. 232-240

  15. Marschalko, M., Yilmaz, I., Bednarik, M., Kubecka, K., 2012. Deformation of slopes as a cause of underground mining activities: three case studies from Ostrava- Karviná coal field (Czech Republic). Environmental Monitoring and Assessment, 184, 11, 6709-6733

  16. Marschalko, M., Yilmaz, I., Bednarik, M., Kubecka, K., 2012. Influence of mining activity on slope deformations genesis: Doubrava Vrchovec, Doubrava Ujala and Staric case studies from Czech Republic. Engineering Geology, 147-148, 37-51.

  17. Technická správa, SO 24 -38-01 Cestný nadjazd v nžkm 104,346 Návrh prefabrikovaných zvislých geodrénov a roznášacej výstužnej vrstvy z geosyntetiky pod telesami násypov, Cofra-Chemia, 2005.

  18. Waterman D: Structural elements in Plaxis, in The 1st international course “Geomecanica computacional”. May 15-18, 2006, Valparaiso, Chile.

  19. Yilmaz I., Marschalko M., 2012. A leaning historical monument formed by underground mining effect: An example from Czech Republic. Engineering geology 133, pp.43-48

  20. Yilmaz, I. Marschalko, M., Bednárik, M., 2011. Gypsum collapse hazards and importance of hazard mapping. Carbonates and Evaporites 26 (2), pp. 193-209

  21. Yilmaz, I. Marschalko, M., Bednárik, M., Kaynar, O., Fojtova, L., 2012. Neural computing models for prediction of permeability coefficient of coarse-grained soils, Neural Computing & Applications 21 (5), pp. 957-968

  22. Yilmaz, I. Marschalko, M., Yildirim, M., Dereli, E., Bednarik, M., 2012. GIS- based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey). Bulletin of Engineering Geology and the Environment 71 (2), pp. 351-357

  23. Bednarik, M., Yilmaz, I., Marschalko, M., 2012. Landslide hazard and risk assessment: a case study from the Hlohovec-Sered landslide area in south-west Slovakia. Natural Hazards, 64, 1, 547-575

  24. Brinkvere R. B. J.: PLAXIS 2D v 9.0 Scientific Manual, 2009.

  25. Drusa M., Chebeň V., 2011.Geotechnical monitoring of road embankment in landslide area by time domain reflectometry technology. SGEM 2011 : 11th international multidisciplinary scientific geoconference : 20-25, June 2011, Bulgaria. Vol. 1, 2011, pp.. 473-480.

  26. Drusa, M., Giang, N. 2004. Stress and compressibility calculation in subsoil of high embankments and effectiveness of speeding up subsoil consolidation. Komunikacie 6 (3): 5-9

  27. Drusa, M., Gróf, V. 2004. Geotechnical aspects of railway tunnel construction near rudoltice Komunikacie. 6 (3): 51-54

  28. Geotechnický monitoring SO 24- 38-01 Nové Mesto nad Váhom – Trenčianske Bohuslavice, Komunikácia nadjazdu v nžkm 104,346 vrátane oporného múra, Geoexperts, II/2011.

  29. Kempa, T., Marschalko, M., Yilmaz, I., Lacková, E., Kubečka, K., Stal machová, B., Bouchal, T., Bednárik, M., Drusa, M., Bendová, M., 2013. In-situ remediation of the contaminated soils in Ostrava city (Czech Republic) by steam curing/vapor. Engineering Geology 154, 42-55

  30. Malgot, J., Baliak, F., Kopecky, M., Benko B. Engineering geological problems of tunnel construction for new highways in Slovakia. 8th International Congress International Association For Engineering Geology And The Environment, Proceedings, Vols 1-5, pp.3739-3742, 1998 Vancouver, Canada

  31. Marschalko M., Lahut a H., Juriš P. 2008. Analysis of workability of rocks and type of prequarternary bedrock in the selected part of the Ostrava conurbation by means of geographic information systems. Acta Montanistica Slovaca 13 (2), 195-203

  32. Marschalko, M., Bednarik, M., Yilmaz, I., 2012 Evaluation of engineering- GeoConference on Science and Technologies in Geology, Exploration and Mining geological conditions for conurbation of Ostrava (Czech Republic) within GIS environment. Environmental Earth Sciences, 67, 4, 1007-1022

  33. Marschalko, M., Bednárik, M., Yilmaz, I., Bouchal, T., Kubečka, K., 2012. Evaluation of subsidence due to underground coal mining: an example from the Czech Republic. Bulletin of engineering geology and the environment 71 (1), pp.105-111

  34. Marschalko, M., Bednárik, M., Yilmaz, I., Kubečka, K., Bouchal, T., Zavada, J., 2012. Subsidence map of underground mining influence for urban planning: an example from the Czech Republic. Quarterly Journal of Engineering Geology and Hydrogeology 45 (2), pp. 231-241

  35. Marschalko, M., Juriš, P., 2009. Task of engineering geology in land -use planning on the example of four selected geofactors. Acta Montanistica Slovaca14 (4), pp. 275-283

  36. Marschalko, M., Třeslín, L., 2009. Impact of underground mining to slope deformation genesis at Doubrava Ujala. Acta Montanistica Slovaca 14 (3), pp. 232-240

  37. Marschalko, M., Yilmaz, I., Bednarik, M., Kubecka, K., 2012. Deformation of slopes as a cause of underground mining activities: three case studies from Ostrava- Karviná coal field (Czech Republic). Environmental Monitoring and Assessment, 184, 11, 6709-6733

  38. Marschalko, M., Yilmaz, I., Bednarik, M., Kubecka, K., 2012. Influence of mining activity on slope deformations genesis: Doubrava Vrchovec, Doubrava Ujala and Staric case studies from Czech Republic. Engineering Geology, 147-148, 37-51.

  39. Technická správa, SO 24 -38-01 Cestný nadjazd v nžkm 104,346 Návrh prefabrikovaných zvislých geodrénov a roznášacej výstužnej vrstvy z geosyntetiky pod telesami násypov, Cofra-Chemia, 2005.

  40. Waterman D: Structural elements in Plaxis, in The 1st international course “Geomecanica computacional”. May 15-18, 2006, Valparaiso, Chile.

  41. Yilmaz I., Marschalko M., 2012. A leaning historical monument formed by underground mining effect: An example from Czech Republic. Engineering geology 133, pp.43-48

  42. Yilmaz, I. Marschalko, M., Bednárik, M., 2011. Gypsum collapse hazards and importance of hazard mapping. Carbonates and Evaporites 26 (2), pp. 193-209

  43. Yilmaz, I. Marschalko, M., Bednárik, M., Kaynar, O., Fojtova, L., 2012. Neural computing models for prediction of permeability coefficient of coarse-grained soils, Neural Computing & Applications 21 (5), pp. 957-968

  44. Yilmaz, I. Marschalko, M., Yildirim, M., Dereli, E., Bednarik, M., 2012. GIS- based kinematic slope instability and slope mass rating (SMR) maps: application to a railway route in Sivas (Turkey). Bulletin of Engineering Geology and the Environment 71 (2), pp. 351-357

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