175
Views
4
CrossRef citations to date
0
Altmetric
Articles

The contribution of the subsoil in a reinforced piled embankment

, , &
Pages s269-s281 | Published online: 10 Oct 2013

References

  • British Standards Institution (BSI) (1995). BS8006 1995. Code of practice for strengthened/reinforced soils and other fills. Milton Keynes: BSI.
  • Ellis, E. A., & Aslam, R. (2009, July). Arching in piled embankments:Comparison of centrifuge tests and predictive methods – Part 2 of 2. Ground Engineering, 42, 28–31.
  • Han, J., & Gabr, M. A. (2002, January). Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil. Journal of Geotechnical and Geoenvironmental Engineering, 128, 44–53.
  • Hewlett, W. J., & Randolph, M. F. (1988, April). Analysis of piled embankments. Ground Engineering, 25, 12–18.
  • Iglesia, G. R., Einstein, H. H., & Whitman, R. V. (1999). Determination of vertical loading on underground structures based on an arching evolution concept. In Proceedings of the American Society of Civil Engineers (ASCE) 3rd National Conference on Geo-Engineering for Underground Facilities, p. 496, University of Illinois, Champaign, IL.
  • Kempfert, H. G., GÖbel, C., Alexiew, D., & Heitz, C. (2004). German recommendations for reinforced embankments on pile – similar elements. Proceedings of the 3rd European Geosynthetics Conference, Munich, Germany, pp. 279–284.
  • Kempton, G., Russell, D., Pierpoint, N. D., & Jones, C. J. F. P. (1998). Two and three-dimensional numerical analysis of the performance of piled embankments. Proceedings of the 6th International Conference on Geosynthetics, Atlanta, GA, USA, pp. 767–772.
  • Liu, H. L., Charles, W. W., & Fei, K. (2007). Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay: Case study. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 133, 1483–1493.
  • Love, J., & Milligan, G. (2003, March). Design methods for basally reinforced pile supported embankments over soft ground. Ground Engineering, 36, 39–43.
  • Low, B. K., Tang, S. K., & Choa, V. (1994, November). Arching in piled embankments. ASCE Journal of Geotechnical Engineering, 120, 1917–1938.
  • Naughton, P., Scotto, M., & Kempton, G. (2008, September). Piled embankments: Past experience and future perspectives. Proceedings of the 4th European Geosynthetics Conference, Edinburgh, UK, p. 184.
  • Orsmond, W. (2008, September). A1N1 flurry bog piled embankment design, construction and monitoring. Proceedings of the 4th European Geosynthetics Conference, Edinburgh, UK, p. 290.
  • Russell, D., & Pierpoint, N. (1997, November). An assessment of design methods for piled embankments. Ground Engineering, 30, 39–44.
  • Stewart, M. E., & Filz, G. M. (2005). Influence of clay compressibility on geosynthetic loads in bridging layers for column – supported embankments. Proceedings of GeoFrontiers 2005, ASCE, Austin.
  • Terzahgi, K. (1943). Theoretical soil mechanics. New York, NY: Wiley.
  • Zhuang, Y. (2009). Numerical modelling of arching in piled embankments including the effects of reinforcement and subsoil (Unpublished PhD thesis). University of Nottingham. Chapter 9, pp.219-223.
  • Zhuang, Y., Ellis, E. A., & Yu, H. S. (2008). The effect of subsoil support in plane strain finite element analysis of arching in a piled embankment. Proceedings ISSMGE 1st International Conference on Transportation Geotechnics, Nottingham, UK. London: Taylor & Francis Group, ISBN 978-0-415-47590-7.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.