Structural Engineering and Mechanics

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Parametric study of pile groups subjected to lateral load

  • Chore, H.S. (Department of Civil Engineering, Datta Meghe College of Engineering) ;
  • Ingle, R.K. (Department of Applied Mechanics, Visvesvaraya National Institute of Technology) ;
  • Sawant, V.A. (Department of Civil Engineering, Indian Institute of Technology (IIT))
  • Received : 2009.10.02
  • Accepted : 2010.07.12
  • Published : 2010.09.30
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Abstract

Keywords

References

  1. Banerjee, P.K. and Davis, T.G. (1978), "The behaviour of axially and laterally loaded single piles embedded in non-homogeneous soils", Geotechnique, 28(3), 309-326. https://doi.org/10.1680/geot.1978.28.3.309
  2. Buragohain, D.N. and Shah, V.L. (1978), "Curved iso-parametric interface surface elements", J. Struct. Eng. Div-ASCE, 104(12), 205-209.
  3. Desai, C.S. and Appel, G.C. (1976), "3-D analysis of laterally loaded structures", Proceedings of the 2nd International Conference on Numerical Methods in Geomechanics, Blacksburg.
  4. Desai, C.S., Kuppusamy, T. and Alameddine, A.R. (1981), "Pile cap- pile group- soil interaction", J. Struct. Eng-ASCE, 107(5), 817-834.
  5. Dewaikar, D.M., Verghese, S., Sawant, V.A. and Chore, H.S. (2007), "Non-linear 3-D FEA of laterally loaded pile group incorporating no-tension behaviour of soil", Indian Geotech. J., 37(3), 174-189.
  6. Georgiadis, M. and Butterfield, R. (1982), "Laterally loaded pile behaviour", J. Geotech. Eng.-ASCE, 108, 155-165.
  7. Reese, L.C. and Matlock, H. (1956), "Non dimensional solutions for laterally loaded piles with soil modulus proportional to depth", Proceedings of the 8th Texas Conference on Soil Mechanics and Foundation Engineering, University of Texas, Austin.

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