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Large deformation finite element analysis of undrained pile installation

Open Access
|Apr 2016

References

  1. [1] Atkinson J., The mechanics of soils and foundations, CRC Press, 2007.
  2. [2] Bienen B., Qiu G., Pucker T., CPT correlation developed from numerical analysis to predict jack-up foundation penetration into sand overlying clay, Ocean Engineering, 2015, 108, 216–226, DOI: 10.1016/j.oceaneng.2015.08.009.10.1016/j.oceaneng.2015.08.009
  3. [3] Bond A.J., Jardine R.J., Effects of installing displacement piles in a high OCR clay, Geotechnique, 1991, 41(3), 341–363. DOI: 10.1680/geot.1991.41.3.341.10.1680/geot.1991.41.3.341
  4. [4] Cummings A.E., Kerkhoff G.O., Peck R.B., Effect of driving piles into soft clay, Transactions of the American Society of Civil Engineers, 1950, 115(1), 275–285.10.1061/TACEAT.0006327
  5. [5] Dai Z.H., Qin Z.Z., Numerical and theoretical verification of modified cam-clay model and discussion on its problems, Journal of Central South University, 2013, 20, 3305–3313, DOI: 10.1007/s11771-013-1854-7.10.1007/s11771-013-1854-7
  6. [6] Dassault Systémes, 2013, Abaqus 6.13 Analysis User’s Guide, Dassault Systèmes.
  7. [7] Donea J.H., Huerta A., Ponthot J.-Ph., RodríguezFerran A., Arbitrary Lagrangian–Eulerian Methods, [in:] Encyclopedia of Computational Mechanic, Vol. 1. Fundamentals, John Wiley & Sons, Ltd., 2004, 413–437, DOI: 10.1002/0470091355.ecm009.10.1002/0470091355.ecm009
  8. [8] Hamann T., Qiu G., Grabe J., Application of a Coupled Eulerian–Lagrangian approach on pile installation problems under partially drained conditions, Computers and Geotechnics, 2015, 63, 279–290, DOI: 10.1016/j.compgeo.2014.10.006.10.1016/j.compgeo.2014.10.006
  9. [9] Komurka V.E., Wagner A.B., Edil T.B., A Review of Pile Set-Up, Proc., 51st Annual Geotechnical Engineering Conference, 2003.
  10. [10] Mabsout M.E., Tassoulas J.L., A finite element model for the simulation of pile driving, International Journal for numerical methods in Engineering, 1994, 37(2), 257–278, DOI: 10.1002/nme.1620370206.10.1002/nme.1620370206
  11. [11] Noh W.F., CEL: a time-dependent, two-space-dimensional, coupled Eulerian-Lagrangian code. Lawrence Radiation Lab., Univ. of California, Livermore, 1963.10.2172/4621975
  12. [12] Potts D.M., Zdravković L., Finite element analysis in geotechnical engineering: theory, Vol. 1, Thomas Telford, 1999, DOI: 10.1680/feaiget.27534.10.1680/feaiget.27534
  13. [13] Tho K.K., Leung C.F., Chow Y.K., Swaddiwudhipong S., Eulerian finite element simulation of spudcan–pile interaction, Canadian Geotechnical Journal, 2013, 50(6), 595–608, DOI: 10.1139/cgj-2012-0288.10.1139/cgj-2012-0288
  14. [14] Vermeer P.A., Verruijt A., An accuracy condition for consolidation by finite elements, International Journal for Numerical and Analytical Methods in Geomechanics, 1981, 5(1), 1–14. DOI: 10.1002/nag.161005010310.1002/nag.1610050103
  15. [15] Yi J.T., Zhao B., Li Y.P., Yang Y., Lee F.H., Goh S.H., Zhang X.Y., Wu J.F., Post-installation pore-pressure changes around spudcan and long-term spudcan behaviour in soft clay, Computers and Geotechnics, 2014, 56, 133–147, DOI: 10.1016/j.compgeo.2013.11.007.10.1016/j.compgeo.2013.11.007
  16. [16] Zhou T.Q., Tan F., Li C., Numerical Analysis for Excess Pore Pressure Dissipation Process for Pressed Pile Installation, Applied Mechanics and Materials, 2013, Vol. 405, 133–137, DOI: 10.4028/www.scientific.net/AMM.405-408.133.10.4028/www.scientific.net/AMM.405-408.133
DOI: https://doi.org/10.1515/sgem-2016-0005 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 45 - 54
Published on: Apr 18, 2016
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 times per year

© 2016 Jakub Konkol, Lech Bałachowski, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.