Field and Theoretical Analysis on the Response of Destructive Pile Subjected to Tension Load

References

• Alawneh , A. S. 2005 . Modeling load-displacement response of driven piles in cohesionless soils under tensile loading . Computers and Geotechnics 32 ( 8 ): 578 – 586 .
   Web of Science ®Google Scholar
• Alawneh , A. S. , A. I. H. Malkawi , and H. Al-Deeky . 1999 . Tension tests on smooth and rough model piles in dry sand . Canadian Geotechnical Journal 36 ( 4 ): 746 – 751 .
   Web of Science ®Google Scholar
• Barmpopoulos , I. H. , T. Y. K. Ho , R. J. Jardine , and N. Anh-Minh . 2008 . The large displacement shear characteristics of granular media against concrete and steel interface. Proceedings of Research Symposium on Characterization and Behavior of Interfaces, Atlanta, Georgia, pp. 16–23.
   Google Scholar
• Carrubba , P. 1997 . Skin friction of large-diameter piles socketed into rock . Canadian Geotechnical Journal 34 ( 2 ): 230 – 240 .
   Web of Science ®Google Scholar
• Das , B. M. 1983 . A procedure for estimation of uplift capacity of rough piles . Soils and Foundations 23 ( 3 ): 122 – 126 .
   Google Scholar
• Dash , B. K. and P. J. Pise . 2003 . Effect of compressive load on uplift capacity of model piles . Journal of Geotechnical and Geoenvironmental Engineering 129 ( 11 ): 987 – 992 .
   Web of Science ®Google Scholar
• De Nicola , A. and M. F. Randolph . 1993 . Tensile and compressive shaft capacity of piles in sand . Journal of Geotechnical Engineering 119 ( 12 ): 1952 – 1973 .
   Google Scholar
• Goel , S. and N. R. Patra . 2007 . Prediction of load displacement response of single piles under uplift load . Geotechnical and Geological Engineering 25 ( 1 ): 57 – 64 .
   Google Scholar
• Han , J. and S. L. Ye . 2006 . A field study on the behavior of micropiles in clay under compression or tension . Canadian Geotechnical Journal 43 ( 1 ): 19 – 29 .
   Web of Science ®Google Scholar
• Ismael , N. F. and H. A. Al-Sanad . 1986 . Uplift capacity of bored piles in calcareous soils . Journal of Geotechnical Engineering 112 ( 10 ): 928 – 940 .
   Google Scholar
• Jardine , R. , F. Chow , R. Overy , and J. Standing . 2005 . ICP Design Methods for Driven Piles in Sands and Clays . London : Thomas Telford .
   Google Scholar
• Kim , S. , S. Jeong , S. Cho , and I. Park . 1999 . Load-settlement analysis for Shear load transfer characteristics of drilled shafts in weathered rocks . Journal of Geotechnical and Geoenvironmental Engineering 125 ( 11 ): 999 – 1010 .
   Web of Science ®Google Scholar
• Kulhawy , F. H. 1984 . Limiting tip and side resistance: Fact or fallacy? Proceedings of the Symposium on the Analysis and Design of Pile Foundations, San Francisco, pp. 80–98.
   Google Scholar
• Kuwabara , F. 1991 . Settlement behavior of non-linear soil around piles subjected to vertical loads . Soils and Foundations 31 ( 1 ): 39 – 46 .
   Google Scholar
• Lee , K. M. and Z. R. Xiao . 2001 . A simplified nonlinear approach for pile group settlement analysis in multilayered soils . Canadian Geotechnical Journal 38 ( 5 ): 1063 – 1080 .
   Web of Science ®Google Scholar
• Liu , X. Z. and H. H. Zhu . 2004 . Experiment on interaction between typical soils in Shanghai and concrete . Journal of Tongji University 32 ( 5 ): 601 – 605 . [in Chinese]
   Google Scholar
• Meyerhof , G. G. and J. I. Adams . 1968. The ultimate uplift capacity of foundations. Canadian Geotechnical Journal 5(4): 225–244.
   Google Scholar
• Miller , G. A. and A. J. Lutenegger . 1997 . Influence of pile plugging on skin friction in overconsolidated clay . Journal of Geotechnical and Geoenvironmental Engineering 123 ( 6 ): 525 – 533 .
   Web of Science ®Google Scholar
• O'Neill , M. W. and R. D. Raines . 1991 . Load transfer for pipe piles in highly pressured dense sand . Journal of Geotechnical Engineering 117 ( 8 ): 1208 – 1226 .
   Google Scholar
• Poulos , H. G. and E. H. Davis . 1980 . Pile Foundation Analysis and Design . New York : John Wiley and Sons .
   Google Scholar
• Ramasamy , G. , B. Day , and E. Indrawan . 2004 . Studies on skin friction on piles under tensile and compressive load . Indian Geotechnical Journal 34 ( 3 ): 276 – 289 .
   Google Scholar
• Randolph , M. F. 2003 . Science and empiricism in pile foundation design . Géotechnique 53 ( 10 ): 847 – 875 .
   Web of Science ®Google Scholar
• Shanker , K. , P. K. Basudhar , and N. R. Patra . 2007 . Uplift capacity of single piles: Predictions and performance . Geotechnical and Geological Engineering 25 ( 2 ): 151 – 161 .
   Google Scholar
• Technical code for testing of building foundation piles . 2003 . Beijing : China Architecture and Building Press . [in Chinese]
   Google Scholar
• Yang , J. , L. G. Tham , P. K. K. Lee , S. T. Chan , and F. Yu . 2006 . Behaviour of jacked and driven piles in sandy soil . Géotechnique 56 ( 4 ): 245 – 259 .
   Web of Science ®Google Scholar
• Zhang , Q. Q. and Z. M. Zhang . 2012 . A simplified non-linear approach for single pile settlement analysis . Canadian Geotechnical Journal 49 ( 11 ): 1256 – 1266 .
   Web of Science ®Google Scholar
• Zhang , Q. Q. , Z. M. Zhang , and J. Y. He . 2010 . A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils . Computers and Geotechnics 37 ( 7–8 ): 969 – 976 .
   Web of Science ®Google Scholar
• Zhang , Z. M. , Q. Q. Zhang , and F. Yu . 2011 . A destructive field study on the behavior of piles under tension and compression . Journal of Zhejiang University-Science A 12 ( 4 ): 291 – 300 .
   Web of Science ®Google Scholar
• Zhang , Z. M. , Q. Q. Zhang , and G. X. Zhang . 2009 . Mechanical properties of uplift pile in soft soils . Journal of Zhejiang University (Engineering Science) 43 ( 11 ): 2114 – 2119 . [in Chinese].
   Google Scholar
• Color versions of one or more of the figures in the article can be found online at www.tandfonline.com/umgt.
   Google Scholar