337
Views
0
CrossRef citations to date
0
Altmetric
Research Articles

Numerical models for shallow foundation on soft clay reinforced with a group of stone columns

&
Pages 309-320 | Received 07 Oct 2021, Accepted 21 Feb 2022, Published online: 11 Mar 2022

References

  • ABAQUS Ver. 6.11, 2011. Dassault System Similia Corp. Providence, RI, USA: © Dassault Systems.
  • Ambily, A. and Gandhi, S.R., 2007. Behavior of stone columns based on experimental and FEM analysis. Journal of Geotechnical and Geoenvironmental Engineering, 133 (4), 405–415.
  • Balaam, N. and Booker, J.R., 1985. Effect of stone column yield on settlement of rigid foundations in stabilized clay. International Journal for Numerical and Analytical Methods in Geomechanics, 9 (4), 331–351.
  • Balaam, N. and Booker, J.R., 1981. Analysis of rigid rafts supported by granular piles. International Journal for Numerical and Analytical Methods in Geomechanics, 5 (4), 379–403.
  • Balaam, N. and Poulos, H.G. 1983. The behaviour of foundations supported by clay stabilised by stone columns Paper presented at the European Conference on Soil Mechanics and Foundation Engineering, 8th, Helsinki, Finland.
  • Barksdale, R., and Bachus, R., 1983a. Design and construction of stone columns volume I. Technical Report: Federal Highway Administration, Wishington, DC, USA.
  • Barksdale, R., and Bachus, R., 1983b. Design and construction of stone columns volume II, Appendixes. Technical Report: Federal Highway Administration, Wishington, DC, USA.
  • Black, J., Sivakumar, V., and McKinley, J., 2007. Performance of clay samples reinforced with vertical granular columns. Canadian Geotechnical Journal, 44 (1), 89–95.
  • Bowles, L., 1996. Foundation analysis and design. New York: McGraw-hill Book Company.
  • Castro, J. and Sagaseta, C., 2011. Consolidation and deformation around stone columns: numerical evaluation of analytical solutions. Computers and Geotechnics, 38 (3), 354–362. doi:10.1016/j.compgeo.2010.12.006
  • Chheng, C. and Likitlersuang, S., March 2018. Underground excavation behaviour in Bangkok using three-dimensional finite element method. Computers and Geotechnics, 95, 68–81. doi:10.1016/j.compgeo.2017.09.016
  • Domingues, T., Borges, J., and Cardoso, A. (2007). Parametric study of stone columns in embankments on soft soils by finite element method. Paper presented at the Proceedings of the 5th International Workshop on Applications of Computational Mechanics in Geotechnical Engineering, Guimaraes, Portugal.
  • Drucker, D.C. and Prager, W., 1952. Soil mechanics and plastic analysis or limit design. Quarterly of Applied Mathematics, 10 (2), 157–165.
  • Elshazly, H., Elkasabgy, M., and Elleboudy, A., 2008. Effect of inter-column spacing on soil stresses due to vibro-installed stone columns: interesting findings. Geotechnical and Geological Engineering, 26 (2), 225.
  • Etezad, M., Hanna, A., and Khalifa, M., 2018. Bearing capacity of a group of stone columns in soft soil subjected to local or punching shear failures. International Journal of Geomechanics, 18 (12), 04018169, 1–14.
  • Etezad, M., Hanna, A.M., and Ayadat, T., 2015. Capacity of group of stone columns in soft soil. ASCE International Journal of Geomechanics, 15 (2), 1–15.
  • Hamidi and Lajevardi, 2018. Experimental study on the load-carrying capacity of single stone columns. International Journal of Geosynthetics and Ground Engineering, 4 (2018), 26. doi:10.1007/s40891-018-0142-x
  • Hanna, A., Etezad, M., and Ayadat, T., 2013. Mode of failure of a group of stone columns in soft soil. International Journal of Geomechanics, 13 (1), 87–96.
  • Hu, W. 1995. Physical modelling of group behaviour of stone column foundation. (Ph.D. dissertation), University of Glasgow, UK.
  • Jamsawang, P., Voottipruex, P., Jongpradist, P., and Likitlersuang, S., 2021. Field and three-dimensional finite element investigations of the failure cause and rehabilitation of a composite soil-cement retaining wall. Engineering Failure Analysis, 127, (September), 105532. doi:10.1016/j.engfailanal.2021.105532
  • Khalifa, 2019. Performance of stone columns in cohesive soil, Ph.D. Thesis, Concordia University, Montreal, Canada.
  • Kulhawy, F.H. and Mayne, P.W. (1990). Manual on estimating soil properties for foundation design. Technical report, Final Report EL 6800, Research Project 1493-6, Electric Power Research Institute, Palo Alto, California, US
  • Lee, J.S. and Pande, G.N., 1998. Analysis of stone‐column reinforced foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 22 (12), 1001–1020.
  • Likitlersuang, S., Chheng, C., and Keawsawasvong, S., 2019. Structural modelling in finite element analysis of deep excavation. Journal of GeoEngineering, 14 (3), 121–128. September. doi:10.6310/jog.201909_14(3).1
  • McCabe, B., and Killeen, M., 2016. Small stone-column groups: mechanisms of deformation at serviceability limit state. International Journal of Geomechanics, 17 (5), 04016114.
  • McKelvey, D., et al., 2004. A laboratory model study of the performance of vibro stone columns in soft clay. Journal of Geotechnical Engineering, 152, 1–13.
  • Mitchell, J.K. and Huber, T.R., 1985. Performance of a stone column foundation. Journal of Geotechnical Engineering, 111 (2), 205–223.
  • Muneerah, J., Sivakumar, K., and Mackinnon, 2015. Experimental observations of settlementof footings supported on soft clay reinforced with granular columns: laboratory model study. Journal of Geotechnical and Geoenvironmental Engineering, 142 (1), 04015063. doi:10.1061/(ASCE)GT.1943-5606.0001377
  • Muir Wood, D., Hu, W., and Nash, D., 2000. Group effects in stone column foundations: model tests. Geotechnique, 50 (6), 689–698.
  • Muzamir, B.H., et al., 2011. The strength of soft clay reinforced with singular and group bottom ash columns. Electronic Journal of Geotechnical Engineering, 16 (January), 1215–1227.
  • Nguyen, T.S. and Likitlersuang, S., 2021. Influence of the spatial variability of shear strength parameters on deep excavation analysis: a case study of a Bangkok underground MRT station. International Journal of Geomechanics, 21 (2), Article no 04020248. February. doi:10.1061/(ASCE)GM.1943-5622.0001914
  • Poorooshasb, H. and Meyerhof, G., 1997. Analysis of behavior of stone columns and lime columns. Computers and Geotechnics, 20 (1), 47–70.
  • Rangeard, D., et al., 2016. Mechanical behavior of fine-grained soil reinforced by sand columns: an experimental laboratory study. Article in Geotechnical Testing Journal, July. doi:10.1520/GTJ20150152
  • Sinha, A. and Hanna, A., 2016. 3D numerical model for piled raft foundation. International Journal of Geomechanics, 17 (2), 04016055.
  • Wehr, J. (2004). Stone columns–single columns and group behavior. Proceedings of 5th International Conference on Ground Improvement Technologies, Kuala Lumpur.
  • Wood, D., Hu, W., and Nash, D., 2000. Group effects in stone column foundations: model tests. Geotechnique, 50 (6), 689–698.

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.