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WINKLER MODELLING OF A HYBRID RETAINING WALL

Brzakala, Wlodzimierz, Herbut, Aneta, Rybak, Jaroslaw

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b12/s2.136View metrics

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Title
WINKLER MODELLING OF A HYBRID RETAINING WALL
Authors
Brzakala, Wlodzimierz, Herbut, Aneta, Rybak, Jaroslaw
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 14th SGEM GeoConference on SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
978-619-7105-08-7
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References14

  1. Dutta S.C., Roy R., A critical review on idealization and modeling for interaction among soil– foundation-structure system, Computers and Structures, vol. 80, pp. 1579 - 1594, 2002.

  2. Elson W.K., Design of laterally -loaded piles, CIRIA ( Construction Industry Research and Information Association), Report 103, London, 1984.

  3. Trojnar K., Lateral stiffness of hybrid foundations – field investigations and 3D FEM analysis, Géotechnique, vol. 63/issue 5, pp. 341-353, 2013.

  4. Powrie W., Chandler R.J., The influence of a stabilizing platform on the perfor- mance of an embedded retaining wall; a finite element study. Géotechnique, vol. 48/issue 3, pp. 403-409, 1998.

  5. Pun W.K., Pang P.L.R., Horizontal subgrade reaction for cantilevered retaining wall analysis, Geotechnical Engineering Office, Civil Engineering Department, The Govern- ment of the Hong Kong Special Administrative Region, Geo Special Project Report No. SPR 10/92, Hong Kong 1992.

  6. Sadrekarimi J., Akbarzad M., Comparative study of methods of determination of coefficient of subgrade reaction, Electronic Journal of Geotechnical Engineering, v ol. 14, Bundle E, 2009.

  7. European standard EN 1997-1:2008 (Eurocode EC7-1 Geotechnical design-General rules), CEN.

  8. Dutta S.C., Roy R., A critical review on idealization and modeling for interaction among soil– foundation-structure system, Computers and Structures, vol. 80, pp. 1579 - 1594, 2002.

  9. Elson W.K., Design of laterally -loaded piles, CIRIA ( Construction Industry Research and Information Association), Report 103, London, 1984.

  10. Trojnar K., Lateral stiffness of hybrid foundations – field investigations and 3D FEM analysis, Géotechnique, vol. 63/issue 5, pp. 341-353, 2013.

  11. Powrie W., Chandler R.J., The influence of a stabilizing platform on the perfor- mance of an embedded retaining wall; a finite element study. Géotechnique, vol. 48/issue 3, pp. 403-409, 1998.

  12. Pun W.K., Pang P.L.R., Horizontal subgrade reaction for cantilevered retaining wall analysis, Geotechnical Engineering Office, Civil Engineering Department, The Govern- ment of the Hong Kong Special Administrative Region, Geo Special Project Report No. SPR 10/92, Hong Kong 1992.

  13. Sadrekarimi J., Akbarzad M., Comparative study of methods of determination of coefficient of subgrade reaction, Electronic Journal of Geotechnical Engineering, v ol. 14, Bundle E, 2009.

  14. European standard EN 1997-1:2008 (Eurocode EC7-1 Geotechnical design-General rules), CEN.

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