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Technical Notes

A CPT-based model to predict the installation torque of helical piles in sand

Pages 578-585 | Received 24 Apr 2016, Accepted 27 Jun 2016, Published online: 10 Sep 2016

References

  • Basu, P., and M. Prezzi. 2009. Design and applications of drilled displacement (screw) piles. Final report FHWA/IN/JTRP −2009/28.
  • Byrne, B. W., and G. T. Houlsby. 2015. Helical piles: An innovative foundation design option for offshore wind turbines. Philosophical Transactions of the Royal Society A 373:20140081. doi:10.1098/rsta.2014.0080
  • Doherty, P., and K. Gavin. 2011. Laterally loaded monopile design for offshore wind farms. Proceedings of the ICE - Energy, 165:7–17.
  • Doherty, P., G. Spagnoli, and M. Doherty. 2015. Laboratory investigations to assess the feasibility of employing a novel mixed-in-place offshore pile in calcareous deposits. Ships and Offshore Structures. doi:10.1080/17445302.2015.1056579
  • Doherty, P., L. Kirwan, K. Gavin, D. Igoe, S. Tyrrell, D. Ward, and B. O’Kelly. 2012. Soil properties at the UCD geotechnical research site at Blessington. Proceedings of the bridge and concrete research in Ireland conference (BCRI 2012), Dublin, Ireland, 499–504.
  • Gavin, K. 1999. Experimental investigation of open and closed ended piles in sand. PhD thesis, Trinity College.
  • Gavin, K., D. Igoe, and P. Doherty. 2011. Piles for offshore wind turbines: A state of the art review. Proceedings of the ICE - Geotechnical Engineering. 164:245–56.
  • Gavin, K., P. Doherty, and A. Tolooiyan. 2014. Field investigation of the axial resistance of helical piles in dense sand. Canadian Geotechnical Journal 51:1343–54. doi:10.1139/cgj-2012-0463
  • Gavin, K., P. Doherty, and G. Spagnoli. 2013. Prediction of the installation torque resistance of large diameter helical piles in dense sand. Proceedings of 1st international geotechnical symposium of helical foundations, Amherst, USA, August 8–10, 2013.
  • Gavin, K. G., and B. M. Lehane. 2007. Base load–displacement response of piles in sand. Canadian Geotechnical Journal 44:1053–63. doi:10.1139/t07-048
  • Ghaly, A., and A. Hanna. 1991. Experimental and theoretical studies on installation torque of screw anchors. Canadian Geotechnical Journal 28:353–64. doi:10.1139/t91-046
  • Ghaly, A., A. Hanna, and M. Hanna. 1991. Installation torque of screw anchors in dry sand. Soils and Foundations 31:77–92. doi:10.3208/sandf1972.31.2_77
  • Hoyt, R. M., and S. P. Clemence. 1989. Uplift capacity of helical anchors in soil. Proceedings of the 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro, Rotterdam, The Netherlands, ed. by A. A. Balkema vol. 2, 1019–22.
  • ICC-Evaluation Services 2007 (AC358) Acceptance Criteria for helical pile foundations and devices. AC358.
  • Igoe, D., K. G. Gavin, and B. O’Kelly. 2011. Shaft capacity of open-ended piles in sand. Journal of Geotechnical and Geoenvironmental 137:903–12. doi:10.1061/(ASCE)GT.1943.5606.0000511
  • Igoe, D., G. Spagnoli, P. Doherty, and L. Weixler. 2014. Design of a novel drilled-and-grouted pile in sand for offshore oil & gas structures. Marine Structures 39:39–49. doi:10.1016/j.marstruc.2014.06.001
  • Jardine, R. J., N. V. Thomsen, M. Mygind, M. A. Liingaard, and C. L. Thilstead 2015. Axial capacity design practice for North European wind-turbine projects. In Frontiers in offshore geotechnics III, ed. by V. Meyer, 581–86. Boca Raton, FL: CRC Press.
  • Kelly, R. B., G. T. Houlsby, and B. W. Byrne. 2006. A comparison of field and laboratory tests of caisson foundations in sand and clay. Géotechnique 56:617–26. doi:10.1680/geot.2006.56.9.617
  • Lehane, B. M., and R. J. Jardine. 1994. Shaft capacity of driven piles in sand: A new design approach. Conference on the behaviour of offshore structures, Boston, MA, 23–36.
  • Mori, G. 2003. Development of the screw steel pipe pile with toe wing, Tsubasa pile. Proceedings of 4th international geotechnical seminar on bored and Auger piles, ed. by W. F. Van Impe 171–76. Amsterdam, The Netherlands: IOS Press.
  • Narasimha Rao S., Y. V. S. N. Prasad, M. D. Shetty, and V. V. Joshi. 1989. Uplift capacity of screw pile anchors. Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 20:139–59.
  • Nippon Steel. 2013. ECO pile. http://www.nsec-steelstructures.jp/data/ns_ecopile/ (last access July 21, 2016).
  • Perko, H. A. 2009. Helical piles. Hoboken: John Wiley and Sons.
  • Robertson, P. K., R. G. Campanella, and A. Wightman. 1983. SPT–CPT correlation. Journal of Geotechnical Engineering (ASCE) 109:1449–59.
  • Saeki, E. and H. Ohki. 2003. A study of the screwed pile – the results of installation and loading tests and analysis of penetration mechanism. Proceedings of 4th international geotechnical seminar on bored and Auger Piles, ed. by W. F. Van Impe 259–66. Amsterdam, The Netherlands: IOS Press.
  • Sakr, M. 2015. Relationship between installation torque and axial capacities of helical piles in cohesion less soils. Canadian Geotechnical Journal 52:747–59. doi:10.1139/cgj-2013-0395
  • Skempton, A. W. 1986. Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, aging and over consolidation. Geotechnique 36:425–47. doi:10.1680/geot.1986.36.3.425
  • Spagnoli, G., and K. Gavin. 2015. Helical piles as a novel foundation system for offshore piled facilities. Proceedings of Abu Dhabi international petroleum exhibition and conference, Society of Petroleum Engineers, Abu Dhabi, UAE 2015, November 9–12. http://dx.doi.org/10.2118/177604-MS
  • Spagnoli, G., K. Gavin, C. Brangan, and S. Bauer. 2015. In situ and laboratory tests in dense sand investigating the helix-to-shaft ratio of helical piles as a novel offshore foundation system. In Frontiers in offshore geotechnics III, ed. by V. Meyer 643–48. Boca Raton, FL: CRC Press.
  • Tadashi, M., and Mikio, F. 2009. A study of end-bearing capacity mechanism of steel spiral pile. In Deep foundations on bored and Auger piles, ed. by W. F. Van Impe P. Van Impe and F. Van Impe 161–66. Boca Raton, FL: CRC Press.
  • Tolooiyan, A., and K. G. Gavin. 2011. Modelling the cone penetration test in sand using cavity expansion and arbitrary Lagrangian Eulerian finite element methods. Computer and Geotechnics 38:482–90. doi:10.1016/j.compgeo.2011.02.012
  • Tsuha, C. H. C., and N. Aoki. 2010. Relationship between installation torque and uplift capacity of deep helical piles in sand. Canadian Geotechnical Journal 47:635–47. doi:10.1139/t09-128
  • Tsuha, C. H. C., P. Y. Foray, R. J. Jardine, Z. X. Yang, M. Silva, and S. Rimoy. 2012. Behaviour of displacement piles in sand under cyclic axial loading. Soils and Foundations. 52:393–410.

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