166
Views
4
CrossRef citations to date
0
Altmetric
Original Articles

Performance of small group of geosynthetic-reinforced granular piles

, , , &
Pages 504-511 | Received 04 Mar 2016, Accepted 06 Jul 2016, Published online: 10 Sep 2016

References

  • Alexiew, D., D. Brokemper, and S. Lothspeich. 2005. Geotextile encased columns (GEC): Load capacity, geotextile selection and pre-design graphs. Contemporary Issues in Foundation Engineering, ASCE, GSP 131:1–14. doi:10.1061/40777(156)12
  • Ali, K., J. T. Shahu, and K. G. Sharma. 2014. Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangement. Geosynthetics International 21 (2):103–18. doi:10.1680/gein.14.00002
  • Al-Joulani, N. 1995. Laboratory and analytical investigation of sleeve reinforced stone columns. PhD Thesis, Carleton University, Ottawa, ON, Canada.
  • Almeida, M. S. S., I. Hosseinpour, and M. Riccio. 2013. Performance of a geosynthetic-encased column (GEC) in soft ground: Numerical and analytical studies. Geosynthetics International 20 (4):252–62. doi:10.1680/gein.13.00015
  • Andreou, P., W. Frikha, R. Frank, J. Canou, V. Papadopoulos, and J. C. Dupla. 2008. Experimental study on sand and gravel columns in clay. Ground Improvement 161 (4):189–98. doi:10.1680/grim.2008.161.4.189
  • ASTM D4595. 1986. Standard test method for tensile properties of geotextiles by wide-width strip method. ASTM International, West Conshohocken, PA.
  • Ayadat, T., and A. M. Hanna. 2005. Encapsulated stone columns as a soil improvement technique for collapsible soil. Ground Improvement 9 (4):137–47. doi:10.1680/grim.2005.9.4.137
  • Babu, M. R. D., S. Nayak, and R. Shivashankar. 2013. A critical review of construction, analysis and behaviour of stone columns. Geotechnical and Geological Engineering 31:1–22. doi:10.1007/s10706-012-9555-9
  • Barksdale, R. D., and R. C. Bachus. 1983. Design and construction of stone columns, vol. I. Report No. FHWA/RD-83/026. Federal Highway Administration, Washington, DC.
  • Bell, F. G. 1996. Lime stabilization of clay minerals and soils. Engineering Geology 42:223–37. doi:10.1016/0013-7952(96)00028-2
  • Chen, J. F., J. F. Xue, and S. Z. Feng. 2015. Failure mechanism of geosynthetic-encased stone columns in soft soils under embankment. Geotextiles and Geomembranes 43 (5):424–31. doi:10.1016/j.geotexmem.2015.04.016
  • Dash, S. K., and M. C. Bora. 2013. Influence of geosynthetic encasement on the performance of stone columns floating in soft clay. Canadian Geotechnical Journal 50 (7):754–65. doi:10.1139/cgj-2012-0437
  • di Prisco, C., A. Galli, E. Cantarelli, and D. Bongiorno. 2006. Georeinforced sand columns: Small scale experimental tests and theoretical modeling. 8th International Conference on Geosynthetic, The Netherlands, 1685–88.
  • Elsawy, M. B. D. 2013. Behaviour of soft ground improved by conventional and geogrid-encased stone columns. Geosynthetics International 20 (4):276–85. doi:10.1680/gein.13.00017
  • Ghazavi, M., and J. N. Afsha. 2013. Bearing capacity of geosynthetic encased stone columns. Geotextiles and Geomembranes 38:26–36. doi:10.1016/j.geotexmem.2013.04.003
  • Gniel, J., and A. Bouazza. 2009. Improvement of soft soils using geogrid encased stone columns. Geotextiles and Geomembranes 27:167–75. doi:10.1016/j.geotexmem.2008.11.001
  • Greenwood, D. A. 1970. Mechanical improvement of soils below ground surfaces. Proceeding of ground engineering conference, Institution of Civil Engineers, London, UK, 11–22.
  • Hashim, R., and M. Shahidul Islam. 2008. Properties of stabilized peat by soil-cement column method. Electronic Journal of Geotechnical Engineering 13:1–9.
  • Hong, Y. S., C. S. Wu, and Y.-S. Yu. 2016. Model tests on geotextile-encased granular columns under 1-g and undrained conditions. Geotextiles and Geomembranes 44:13–27. doi:10.1016/j.geotexmem.2015.06.006
  • Hughes, J. M. O., and N. J. Withers. 1974. Reinforcing of soft cohesive soils with stone columns. Ground Engineering 7 (3):42–49.
  • Indraratna, B., and I. W. Redana. 1997. Plane strain modeling of smear effects associated with vertical drains. Journal of Geotechnical and Geoenvironmental Engineering 123 (5):474–78. doi:10.1061/(asce)1090-0241(1997)123:5(474)
  • Indraratna, B., H. Khabbaz, W. Salim, J. Lackenby, and D. Christie. 2004. Ballast characteristics and the effects of geosynthetics on rail track deformation. International conference on geosynthetics and geoenvironmental engineering, Bombay, India, 3–12.
  • Kempfert, H. G., and B. Gebreselassie. 2006. Excavations and foundations in soft soils. Berlin: Springer-Verlag.
  • Kempfert, H. G., M. Raithel, and A. Jaup. 1999. Model test for analysis of the bearing and deformation behaviour of column foundations. 12th European conference on soil mechanics and geotechnical engineering, Amsterdam, The Netherlands, 1521–26.
  • Khabbazian, M., V. N. Kaliakin, and C. L. Meehan. 2010. Numerical study of geosynthetic encasement on the behaviour of granular columns. Geosynthetics International 17 (3):132–42. doi:10.1680/gein.2010.17.3.132
  • Madhav, M. R., and P. P. Vitkar. 1978. Strip footing on weak clay stabilized with granular trench. Canadian Geotechnical Journal 15 (4):605–09. doi:10.1139/t78-066
  • Malarvizhi, S. N., and K. Ilamparuthi. 2007. Comparative study on the behaviour of encased stone column and conventional stone column. Soils and Foundations 47 (5):873–85. doi:10.3208/sandf.47.873
  • Murugesan, S., and K. Rajagopal. 2006. Geosynthetic-encased stone columns: Numerical evaluation. Geotextiles and Geomembranes 24:349–58. doi:10.1016/j.geotexmem.2006.05.001
  • Murugesan, S., and K. Rajagopal. 2007. Model tests on geosynthetic-encased stone columns. Geosynthetics International 14 (6):346–54. doi:10.1680/gein.2007.14.6.346
  • Murugesan, S., and K. Rajagopal. 2010. Studies on the behavior of single and group of geosynthetic encased stone columns. Journal of Geotechnical and Geoenvironmental Engineering 136 (1):129–39. doi:10.1061/(asce)gt.1943-5606.0000187
  • Raithel, M., and H. G. Kempfert. 2000. Calculation models for dam foundations with geotextile-coated sand columns. International conference on geotechnical & geological engineering (GeoEng 2000), Melbourne, Australia, 1867–77.
  • Shahu, J. T., and Y. R. Reddy. 2011. Clayey soil reinforced with stone column group: Model tests and analyses. Journal of Geotechnical and Geoenvironmental Engineering 137 (12):1265–74. doi:10.1061/(asce)gt.1943–5606.0000552
  • Wood, D. M., W. Hu, and D. F. T. Nash. 2000. Group effects in stone column foundations: Model tests. Geotechnique 50 (6):689–98. doi:10.1680/geot.2000.50.6.689
  • Wu, C., Y. Hong, and H. Lin. 2009. Axial stress-strain relation of encapsulated granular column. Computers and Geotechnics 36:226–40. doi:10.1016/j.compgeo.2008.01.003
  • Yapage, N. N. S., and D. S. Liyanapathirana. 2014. A parametric study of geosynthetic-reinforced column supported embankments. Geosynthetics International 21 (3):213–32. doi:10.1680/gein.14.00010
  • Yapage, N. N. S., D. S. Liyanapathirana, R. B. Kelly, H. G. Poulos, and C. J. Leo. 2014. Numerical modeling of an embankment over soft ground improved with deep cement mixed columns: Case history. Journal of Geotechnical and Geoenvironmental Engineering 140 (11):04014062. doi:10.1061/(asce)gt.1943-5606.0001165

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.