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VERIFYING THE STABILITY OF A 28 M HIGH PILE WALL FROM AN EXCAVATION SITE USING FINITE ELEMENT METHOD

SCARLAT, . Beniamin SINGEORZAN/. Clara Beatrice VILCEANU/. Carla

First published: 2012-06-18https://doi.org/10.5593/sgem2012/s02.v2045View metrics

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Title
VERIFYING THE STABILITY OF A 28 M HIGH PILE WALL FROM AN EXCAVATION SITE USING FINITE ELEMENT METHOD
Authors
SCARLAT, . Beniamin SINGEORZAN/. Clara Beatrice VILCEANU/. Carla
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; SGEM2012 12th International Multidisciplinary Scientific GeoConference
Publisher
Stef92 Technology
Year
2012
Pages
347 - 354 pp
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References14

  1. R. Chowdhury, Et. Al.. Geotechnical Slope Analysis, Taylor and Francis Group, London, U.K., ISBN: 978-0-203-86420-3 (eBook), Book, 2010, pp 1-2.

  2. E. Calarasu, C. Dobrescu, I. Siminea. The mechanism and the determining factors of producing the instability phenomena in the environmental impact assessment, Annals. Food Science and Technology, ISSN 2065 – 2828, vol. 10/issue 2, pp 543-548, 2009.

  3. Liu Yun-si. Analysis of the pile anchor br acing affect adjacent super deep excavation with earth-rock combination, The Electronic Journal of Geotechnical Engineering, vol. 16/Bundle T, ISSN 1089-3032, pp 1563-1579, 2011.

  4. “Design of retaining structure standard”, Romania, 2008.

  5. M. Ufuk Ergun. Deep Excavations, The Electronic Journal of Geotechnical Engineering, Bouquet 08, ISSN 1089-3032, 2008.

  6. B. Mistri, B. Singh. Pullout behavior of plate anchors in cohesive soils, The Electronic Journal of Geotechnical Engineering, vol. 16, Bundle (K), pp 1173-1184, 2011.

  7. H. Niroumand, K. A. Kassim. Uplift response of square anchor plates in dense sand, International Journal of the Physical Sciences, vol. 6/issue 16, pp. 3938-3942, ISSN 1992- 2950, 2011. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org

    View DOICrossrefGoogle ScholarWeb of ScienceScopusOpenCitations

  8. R. Chowdhury, Et. Al.. Geotechnical Slope Analysis, Taylor and Francis Group, London, U.K., ISBN: 978-0-203-86420-3 (eBook), Book, 2010, pp 1-2.

  9. E. Calarasu, C. Dobrescu, I. Siminea. The mechanism and the determining factors of producing the instability phenomena in the environmental impact assessment, Annals. Food Science and Technology, ISSN 2065 – 2828, vol. 10/issue 2, pp 543-548, 2009.

  10. Liu Yun-si. Analysis of the pile anchor br acing affect adjacent super deep excavation with earth-rock combination, The Electronic Journal of Geotechnical Engineering, vol. 16/Bundle T, ISSN 1089-3032, pp 1563-1579, 2011.

  11. “Design of retaining structure standard”, Romania, 2008.

  12. M. Ufuk Ergun. Deep Excavations, The Electronic Journal of Geotechnical Engineering, Bouquet 08, ISSN 1089-3032, 2008.

  13. B. Mistri, B. Singh. Pullout behavior of plate anchors in cohesive soils, The Electronic Journal of Geotechnical Engineering, vol. 16, Bundle (K), pp 1173-1184, 2011.

  14. H. Niroumand, K. A. Kassim. Uplift response of square anchor plates in dense sand, International Journal of the Physical Sciences, vol. 6/issue 16, pp. 3938-3942, ISSN 1992- 2950, 2011. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org

    View DOICrossrefGoogle ScholarWeb of ScienceScopusOpenCitations
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