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Shortlisted Papers

Development of Partial Factors for Serviceability Limit State Design of Large-diameter Bored Piles

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Pages 28-35 | Received 03 Apr 2009, Accepted 05 Aug 2009, Published online: 09 Apr 2013

References

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  • Chu, L. F., Calibration of Design Methods for Large-diameter Bored Piles for Limit State Design Code Development. MPhil Thesis, the Hong Kong University of Science and Technology. Hong Kong (2007).
  • Kulhawy, F. H. and Carter, J. P., Socketed Foundation in Rock Masses. Engineering in Rock Masses (ed by F. H. Bell), pp509–529. Butterworth-Heinemann. Oxford. (1992).
  • Mayne, P. W. and Harris, D. E., Axial Load-displacement Behaviour of Drill Shaft Foundations in Piedmont Residuum. FHWA Publication No 41–30–3175. Georgia Institute of Technology. Atlanta (1993).
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  • Zhang, L. M. and Ng, A. M. Y., Probabilistic Limiting Tolerable Displacements for Serviceability Limit State Design of Foundations. Geotechnique. Volume 55, No 2, pp151–161. UK (2005).
  • Zhang, L. M. and Ng, A. M. Y., Limiting Tolerable Settlement and Angular Distortion for Building Foundations. Geotechnical Special Publication No 170. Probabilistic Applications in Geotechnical Engineering. ASCE, Reston, in CD ROM. USA (2007).

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