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Pile Load Capacity – Calculation Methods Cover
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|Feb 2016

References

  1. [1] American Petroleum Institute,, API, Washington, DC, 1984.
  2. [2] AH., EA., N-ZN.,, Comput. Geotech., 2009, 36, 616–625.
  3. [3] BA.J., SB., SG., OT.L.L., Eurocode 7: Geotechnical Design Worked examples, Worked examples presented at the Workshop “Eurocode 7: Geotechnical Design” Dublin, 13–14 June 2013.
  4. [4] BM.,, Wiley, Hoboken, New York 1999.
  5. [5] CG., LS., TL., DG.,, Eng. Geol., 2009, 104, 211–222.
  6. [6] CG., LS., PA.J.,, Eng. Geol., 2012, 141–142, 84–91.
  7. [7] DNV-OS-J101-2007: Det Norske Veritas.. October 20007.
  8. [8] HA., KF.H.,, Report EL-5915, 1988, Vol. 1, Electric Power Research Institute, Palo Alto, CA,
  9. [9] FB.H.,, Electronic Edition, Calgary, Alberta, Canada, T2G 4J3, 2009.
  10. [10] FW.G.K. et al.,, Surrey University Press, New York 1985.
  11. [11] GK.,. Tom 1, Wydawnictwo Naukowe PWN, Warszawa 2010.
  12. [12] GK.,. Tom 2, Wydawnictwo Naukowe PWN, Warszawa 2013.
  13. [13] JN., (ed.),, Proceedings of the 6th European Conference on Soil Mechanics and Foundation Engineering, 1976, Vol. 1.2, 479–488.
  14. [14] HS.,, John Wiley & Sons, Inc., 2007.
  15. [15] KK., CC.J.F., AP.M.,, Proc. Int. Symp. on Frontiers in Offshore Geotechnics, 1. Perth 2005, 775–782.
  16. [16] KK.,, PhD Thesis, Trondheim, Norwegian University of Science and Technology, 2012.
  17. [17] KH.-G., BP.,, Proceedings of Geo-Shanghai 2010 deep foundations and geotechnical in situ testing (GSP 205), ASCE, Reston, VA, 2010, 149–154.
  18. [18] KH.J.,DVA.,, Proc. Offshore Technological Conference, 1996, Vol. 2, Houston, TX.
  19. [19] KL.M., LC.G.,, Proc. 6th Annual OTC, Houston paper OTC 2081, 1990, 487–503.
  20. [20] KF.H. et al.,, Report EL, 2870, Electric Power Research Institute, Palo Alto 1983.
  21. [21] MCB.,, Journal of the Geotechnical Engineering Division, ASCE, 1974, Vol. 100, No. GT7, 705–747.
  22. [22] MG.G.,, ASCE J. of Geotechnical Eng., 1976, GT3, 195–228.
  23. [23] NDM 7.2 (1984):, U.S. Department of the Navy.
  24. [24] NF.S., MP.W.,, Geotechnical and Geological Engineering, 2013, (31), 979–1009.
  25. [25] RM.F., WC.P.,, Behavior of Deep Foundations, STP 670, ASTM, West Conshohocken, Pennsylvania, 1979, 484–499.
  26. [26] RM.F.,, Proc. of the Conference on Geotechnical Practice in Offshore Engineering, Austin, Texas, 1983, 422–439.
  27. [27] RM.F., DJ., BR.,, Geotechnique, 1994, Vol. 44, No. 3, 427–448.
  28. [28] RR,, Elsevier, Inc., 2008.
  29. [29] SA.W.,, Geotechnique, 1959, Vol. 9, No. 4, pp. 153–173.
  30. [30] TM.J., Viewpoint Publications, London, 1977, 1981 edition, 1987 edition, 1991 edition, 1994 edition, 1995 edition, 1998 edition, 2008 edition.
  31. [31] WD.J., BM.D.,, Proc. Inst. Civil Eng. Geotech. Eng., 2005, 158(GE1), 3–14.
  32. [32] WB.,, Wydawnictwo Politechniki Krakowskiej, 2014.
  33. [33] WB.,, Wydawnictwo Politechniki Krakowskiej, 2015.
  34. [34] WL., KW., GT.,, Instytut Techniki Budowlanej, Warszawa 2011.
  35. [35] PN-EN 1997-1, Eurocode 7: Geotechnical design – Part 1: General rules. Part 2: Ground investigation and testing.
DOI: https://doi.org/10.1515/sgem-2015-0048 | Journal eISSN: 2083-831X (formerly 0137-124X) | Journal ISSN: 0137-6365
Language: English
Page range: 83 - 93
Published on: Feb 12, 2016
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services

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