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

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  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.
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    https://doi.org/10.4043/1896-MS

  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).

    https://doi.org/10.1002/eqe.892

  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.
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  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.
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  13. People's Republic of China industry standard. Technical code for building pile foundations, JGJ 94-2008, 2008. in chinese

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  • Reference-ID
    10381090
  • Publié(e) le:
    22.11.2019
  • Modifié(e) le:
    22.11.2019