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Materials Research Innovations Volume 15, 2011 - Issue sup1
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Original Article

Analytic calculation of load–displacement for uplift piles using hyperbolic transfer function

W Liu Department of Civil EngineeringShanghai Jiao Tong University, Shanghai200240, China; Department of Civil EngineeringNingbo Institute of Technology, Zhejiang University, Ningbo315100, ChinaCorrespondence[email protected]
,
H‐Y Xu Department of Civil EngineeringShanghai Jiao Tong University, Shanghai200240, China
&
L Z Chen Department of Civil EngineeringShanghai Jiao Tong University, Shanghai200240, China
Pages s569-s572 | Received 20 Sep 2010, Accepted 15 Nov 2010, Published online: 12 Nov 2013

References

  • Sulaiman IH, Coyle HM: ‘Uplift resistance of piles in sand’, J. Geotech. Eng. Div. ASCE, 1976, 102, (GT5), 559–562.
  • Reddy ES, O’Reilly M, Chapman DN: ‘Modified T‐Z model – a software for tension piles’, Comput. Struct., 1998, 68, (6), 653–658.
  • Alawneh AS: ‘Modelling load‐displacement response of driven piles in cohesionless soils under tensile loading’, Comput. Geotech., 2005, 32, (8), 578–586.
  • Goel S, Patra NR: ‘Prediction of load displacement response of single piles under uplift load’, Geotech. Geol. Eng., 2007, 25, 57–64.
  • Hirayama H: ‘Load‐settlement analysis for bored piles using hyperbolic transfer functions’, Soils Found., 1990, 30, (1), 55–64.
  • Kim S, Jeong S, Cho S, Park I: ‘Shear load transfer characteristics of drilled shafts in weathered rocks’, J. Geotech. Geoenviron. Eng., 1999, 11, 999–1010.
  • Das BM: ‘Uplift capacity of pipe piles in saturated clay’, Soils Found., 1985, 25, (4), 91–94.
  • Wang WY: ‘Study on transmission principle of unlift load for drill filling piles’, J. Hefei Univ. Technol. (China), 1998, 21, (4), 71–77.

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