Open Access
MATEC Web Conf.
Volume 149, 2018
2nd International Congress on Materials & Structural Stability (CMSS-2017)
Article Number 02020
Number of page(s) 7
Section Session 2 : Structures & Stability
Published online 14 February 2018
  1. Wehr J. (2004). Stone columns-single columns and group behavior. In proceedings of the 5th Intconfon Ground Improvement techniques. Malaysia, 329-340. [Google Scholar]
  2. Wehr, W. (1999). Schottersaulen - das verhalten von einzelnensaulen und saulengruppen.Geotechnik, vol.22,n°1, 40-47. [Google Scholar]
  3. Killeen M. (2012). Numerical modeling of small groups of stone columns. PhD Thesis. National university of Ireland, Galway. [Google Scholar]
  4. Brinkgreve, R.B.J., Engin, E. and Swolfs, WM. (2012). Plaxis 3D 2012 Manual.Plaxisbv, the Netherlands. [Google Scholar]
  5. Baumann V. and Bauer G. E. A. (1974). The performance of foundations on various soils stabilized by the Vibrocompaction process, Rev.canadienne de Géotechnique, Vol.11, n°4, nov.1974, 509-530. [CrossRef] [Google Scholar]
  6. Black, J.V., Sivakumar, V. and McKinley, J.D. (2007). Performance of clay samples reinforced with vertical granular columns. Canadian Geotechnical Journal 44, pp.89-95. [CrossRef] [Google Scholar]
  7. Hughes, J.M.O. and Withers, N.J. (1974). Reinforcing of soft cohesive soils with stone columns.Ground Engineering 7 (3), 42-49. [Google Scholar]
  8. McKelvey, D., Sivakumar, V., Bell A. and Graham J. (2004). Modeling vibrated stone columns in soft clay. Proceedings of the Institute of Civil Engineers Geotechnical Engineering 157(3), 137-149. [Google Scholar]
  9. Muir Wood, D., Hu, W. and Nash, D.F.T. (2000). Group effects in stone column foundations model tests.Géotechnique 50 (6), 689-698. [CrossRef] [Google Scholar]
  10. Najjar, S.S., Sadek, S. and Maakaroun, T. (2010). Effect of sand columns on the undrained load response of soft clays.Journal of Geotechnical and Geoenvironmental Engineering 136(9), 1263-1277. [CrossRef] [Google Scholar]
  11. Nehab, N., Baba, K., Ouadif L., Cherradi C. and Bahi L. (2014). Soft soil strengthening by stone columns: case of the embankment under the bridge "Moulay Youssef" (Rabat/Salé). MATEC Web of Conferences.Matecconf DOI: 10.1051//20141102012. [Google Scholar]
  12. Shahu, J. and Reddy, Y. (2011). Clayey Soil Reinforced with Stone Column Group: Model Tests and Analyses. [Google Scholar]
  13. Slocombe, B.C. (2001). Deep compaction of problematic soils, Problematic Soils, Thomas Telford (London), 163-181. [Google Scholar]
  14. Priebe H., (1976). Abschätzung des SetzungsverhalteseinesdurchStopfverdichtungverbesserte nBaugrundes, Die Bautechnik, Vol. 53 (1976), n°5, 160-162. [Google Scholar]
  15. Ghionna, V., Jamiolkowski, M. (1981). Colonne di ghiaia. X Ciclo di conferenze dedicate aiproblemi di meccanicadeiterreni e ingegneriadellefondazionimetodi di miglioramento deiterreni, Politecnico di Torino Ingegneria, attidell'istituto di scienza delle costruzioni, n° 507, nov. 1981. [Google Scholar]
  16. Khabbazian, M., Kaliakin, V. N. and Meehan, C. L. (2012). Numerical Simulation of Column Supported Embankments with Geosynthetic Encased Columns: Influence of Soft Soil Constitutive Model. Conference: GeoCongress 2012. DOI: 10.1061/9780784412121.001 [Google Scholar]
  17. Guetif, T., Bouassida, M. and Debats, J. M. (2007). Improved soft clay characteristics due to stone column installation. Computers and Geotechniques, 34, 104–111. [Google Scholar]

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