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Re-assessment of foundation settlements for the Burj Khalifa, Dubai

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Abstract

This paper deals with the re-assessment of foundation settlements for the Burj Khalifa Tower in Dubai. The foundation system for the tower is a piled raft, founded on deep deposits of calcareous rocks. Two computer programs, Geotechnical Analysis of Raft with Piles (GARP) and Non-linear Analysis of Piled Rafts (NAPRA) have been used for the settlement analyses, and the paper outlines the procedure adopted to re-assess the foundation settlements based on a careful interpretation of load tests on trial piles in which the interaction effects of the pile test set-up are allowed for. The paper then examines the influence of a series of factors on the computed settlements. In order to obtain reasonable estimates of differential settlements within the system, it is found desirable to incorporate the effects of the superstructure stiffness which act to increase the stiffness of the overall foundation system. Values of average and differential settlements for the piled raft calculated with GARP and NAPRA were found to be in reasonable agreement with measured data on settlements taken near the end of construction of the tower.

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References

  1. Abagnara V, Poulos HG, Small JC (2012) Comparison of two piled raft analysis programs. Submitted for 12th Australia-New Zealand conference geomechanics, Melbourne

  2. Clancy P, Randolph MF (1993) An approximate analysis procedure for piled raft foundations. Int J Numer Anal Methods Geomech 17(12):849–869

    Article  Google Scholar 

  3. De Sanctis L, Russo G, Viggiani C (2002) Piled raft on layered soils. In: Proceedings of the ninth international conference on piling and deep foundations, Nice, pp 279–286

  4. De Sanctis L, Russo G (2008) Analysis and performance of piled rafts designed using innovative criteria. J Geotech Geoenviron Eng 134(8):1118–1128. doi:10.1061/(ASCE)1090-0241(2008)134:8(1118)

    Article  Google Scholar 

  5. Hemsley JA (1998) Elastic analysis of raft foundations. Thomas Telford, London

    Book  Google Scholar 

  6. Hemsley JA (ed) (2000) Design applications of raft foundations. Thomas Telford, London

    Google Scholar 

  7. Hooper JA (1973) Observations on the behaviour of a pile raft foundation on London clay. Proc Inst Civ Eng, part 2 55(4):855–877

  8. Kitiyodom P, Matsumoto T, Kanefusa N (2004) Influence of reaction piles on the behaviour of a test pile in static load testing. Can Geotech J 41:408–420

    Article  Google Scholar 

  9. Poulos HG, Davis EH (1980) Pile foundation analysis and design. John Wiley, New York

    Google Scholar 

  10. Poulos HG (1994) An approximate numerical analysis of pile-raft interaction. Int J Numer Anal Methods Geomech 18:73–92

    Article  Google Scholar 

  11. Poulos HG (2000) Pile testing—from the designer’s viewpoint. In: Statnamic loading test’98, Balkema, Rotterdam, pp 3–21

  12. Poulos HG, Bunce G (2008) Foundation design for the Burj Dubai—the world’s tallest building. In: Proceedings of the 6th international conference case histories in geotechnical engineering, Arlington, Virginia, Paper 1.47 CD volume

  13. Russo G (1998) Numerical analysis of piled rafts. Int J Numer Anal Methods Geomech 22:477–493

    Article  MATH  Google Scholar 

  14. Russo G (2012) Experimental investigations and analysis on different pile load testing procedures. Acta Geotechnica, ISSN 1861-1125, accepted for publication May 2012. doi:10.1007/s11440-012-0177-4

  15. Russo G, Viggiani C (1998) Factors controlling soil-structure interaction for piled rafts. In: Katzenbach R, Arslan U (eds) Proceedings of the international conference on soil-structure interaction in urban civil engineering, Darmstadt, pp 79–102

  16. Sales MM, Small JC, Poulos HG (2010) Compensated piled rafts in clayey soils: behaviour, measurements, and predictions. Can Geotech J 47:327–345

    Article  Google Scholar 

  17. Selvadurai APS (1979) Elastic analysis of soil-foundation interaction. Elsevier Publishing Co., New York

    Google Scholar 

  18. Small JC, Poulos HG (2007) Nonlinear analysis of piled raft foundations. Geotechnical Special Publication GSP158, ASCE, CD Volume, GeoDenver 2007

  19. Ta LD, Small JC (1996) Analysis of piled raft systems in layered soils. Int J Numer Anal Methods Geomech 20:57–72

    Article  MATH  Google Scholar 

  20. Viggiani C (1998) Pile groups and piled rafts behaviour. In: Proceedings of the 3rd international geotechnical seminar on deep foundations on bored and auger piles, Ghent, pp 77–94

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Authors and Affiliations

  1. University of Naples, Naples, Italy

    Gianpiero Russo & Vincenzo Abagnara

  2. Coffey Geotechnics, Sydney, Australia

    Harry G. Poulos & John C. Small

  3. University of Sydney, Sydney, Australia

    John C. Small

Authors
  1. Gianpiero Russo
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  2. Vincenzo Abagnara
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  3. Harry G. Poulos
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  4. John C. Small
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Correspondence to Gianpiero Russo.

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Russo, G., Abagnara, V., Poulos, H.G. et al. Re-assessment of foundation settlements for the Burj Khalifa, Dubai. Acta Geotech. 8, 3–15 (2013). https://doi.org/10.1007/s11440-012-0193-4

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  • DOI: https://doi.org/10.1007/s11440-012-0193-4

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