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Study on Bearing Capacity of Prestressed Pipe Pile Foundation Under Horizontal Load

  1. Rase P E. Theory of lateral bearing capacity of piles. Proc, IstlCSMFE, 1936.
  2. Broms BB. Lateral resistance of pile in cohesive soils. J Soil Mech Found Div 1964; 90 : 27-63.
  3. Broms BB. Design of laterally loaded piles. J Soil Mech Found Div 1965; 91 :77-99.
  4. Poulos HG, Davis EH. Pile Foundation analysis and design 1980.
  5. Focht JA Jr, Koch KJ. Rational analysis of the lateral performance of offshore pile groups 1973. In: Offshore Technology Conference. Offshore Technology Conference; 1973.


  6. Dezi, Francesca / Carbonari, Sandro / Leoni, Graziano (2009): A model for the 3D kinematic interaction analysis of pile groups in layered soils. Dans: Earthquake Engineering and Structural Dynamics, v. 38, n. 11 (septembre 2009).


  7. Ikeda S, Tsubaki T, Yamaguchi T. Ductility Improvement of Prestressed Concrete Piles Transactions of the Japan Concrete Institue 1982; 4 : 531-8.
  8. Wang T, Wang W, Zhao H, Yang Z. Experimental comparison of seismic performance of different high strength prestressed pipe piles. Industrial Construction 2014; 44 (7) : 84-9. in chinese.
  9. Chang YL. Discussion on "Lateral pile loading tests” by Feagin 1937.
  10. Liu N. In-Situ test and numerical simulation of horizontal bearing capacity on prestressed concrete pipe pile MSc dissertation thesis 2011. in chinese.
  11. Yin F. Three dimensional nonlinear finite element modeling of the single pile under static lateral loading MSc dissertation thesis, Nanjing University of Technology, Nanjing, Jiangsu, 2006.in chinese.
  12. Zhang H, Long G, Chen K, Wu J. Analysis of bearing capacity and pile group effect of prestressed high strength concrete pipe pile under horizontal loading. Industrial Construction 2015; 45 (8) : 110-5. in chinese.
  13. People's Republic of China industry standard. Technical code for building pile foundations, JGJ 94-2008, 2008. in chinese


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