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EXPERIMENTAL RESEARCH ON THE BEHAVIOR OF THE FOUNDATION CUSHIONS REINFORCED WITH GEOSYNTHETIC MATERIALS UNDERGOING STATIC VERTICAL LOADS

Enache, Felicia, Singeorzan, Beniamin, Scarlat, Carla - Amalia, Ioana, Feier Anamaria

First published: 2015https://doi.org/10.5593/sgem2015/b12/s2.043View metrics

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Title
EXPERIMENTAL RESEARCH ON THE BEHAVIOR OF THE FOUNDATION CUSHIONS REINFORCED WITH GEOSYNTHETIC MATERIALS UNDERGOING STATIC VERTICAL LOADS
Authors
Enache, Felicia, Singeorzan, Beniamin, Scarlat, Carla - Amalia, Ioana, Feier Anamaria
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 15th International Multidisciplinary Scientific GeoConference SGEM2015, SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2015
Pages
321-328
ISSN
1314-2704
ISBN
978-619-7105-32-2
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References14

  1. Chen Q. An experimental study on characteristics and behavior of reinforced soil foundation, Doctoral Dissertation, Louisiana State University, 2007

  2. Dobrescu C. F., Calarasu E. A., Stoica M., Moldoveanu T. Tamas F. L., Experimental Testing For The Analysis Of a Landslide Phenomenon Produced In a Hillside Area From Romania, Advanced Materials Research, 2013Vol.969, pp.161-

  3. Lungu I., Stanciu A, Boţi N., Probleme speciale de geotehnică şi fundaţii, 2002 Iaşi

  4. Mirea M., Voicu O. C., Foundation solution with low impact on the environment, Journal of environmental protection and ecology, 2013, vol.14, no.1, pp.355-362

  5. Niculescu Enache F., Scarlat C. A., Tirtea A. M., Gruin A. , Foundation solutions for buildings located in seismic zones, using geosynthetic reinforced granular materials cushions, 13th International Multidisciplinary Scientific Geoconference, vol.II 149-156

  6. Niculescu-Enache F., Folosirea pământului armat la fundaţii pe terenuri slabe, Urbanism, Arhitectură, Construcţii, 2011, vol. 2, nr. 2,

  7. Zhang L. Et al., Bearing capacity of geocell reinforcement in embankment engineering, Geotextile and Geomembranes 28, 2010, pp. 475 – 482 International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

  8. Chen Q. An experimental study on characteristics and behavior of reinforced soil foundation, Doctoral Dissertation, Louisiana State University, 2007

  9. Dobrescu C. F., Calarasu E. A., Stoica M., Moldoveanu T. Tamas F. L., Experimental Testing For The Analysis Of a Landslide Phenomenon Produced In a Hillside Area From Romania, Advanced Materials Research, 2013Vol.969, pp.161-

  10. Lungu I., Stanciu A, Boţi N., Probleme speciale de geotehnică şi fundaţii, 2002 Iaşi

  11. Mirea M., Voicu O. C., Foundation solution with low impact on the environment, Journal of environmental protection and ecology, 2013, vol.14, no.1, pp.355-362

  12. Niculescu Enache F., Scarlat C. A., Tirtea A. M., Gruin A. , Foundation solutions for buildings located in seismic zones, using geosynthetic reinforced granular materials cushions, 13th International Multidisciplinary Scientific Geoconference, vol.II 149-156

  13. Niculescu-Enache F., Folosirea pământului armat la fundaţii pe terenuri slabe, Urbanism, Arhitectură, Construcţii, 2011, vol. 2, nr. 2,

  14. Zhang L. Et al., Bearing capacity of geocell reinforcement in embankment engineering, Geotextile and Geomembranes 28, 2010, pp. 475 – 482 International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

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