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Dynamic torsional response of pre-strained end bearing pile embedded in pre-strained isotropic saturated soil medium

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Abstract

The influence of initial strain state on the dynamic response of an end bearing pile embedded in isotropic saturated soil is investigated through the linearized theory of small elastic perturbation superposed on largely stressed bodies. The governing equations for soil, based on Biot’s poroelasticity theory, are derived in the cylindrical coordinates, and the pile is modeled by using the one-dimensional elastic theory. The analytical solutions of pile impedance, frequency response of both twist angle and time history of velocity response are obtained by using of separation of variables technique. Finally, a parametric study of the influence of initial strains on the torsional impedance, twist angle, and velocity response at the top of the pile is carried out.

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Authors and Affiliations

  1. Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Zhejiang University, Hangzhou, 310027, P. R. China

    Wen-tao Hu  (胡文韬) & Tang-dai Xia  (夏唐代)

  2. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou, 310058, P. R. China

    Wen-tao Hu  (胡文韬) & Tang-dai Xia  (夏唐代)

  3. Urban Planning College, Zhejiang Shuren University, Hangzhou, 310015, P. R. China

    Zhi-qing Zhang  (张智卿)

Authors
  1. Wen-tao Hu  (胡文韬)
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  2. Tang-dai Xia  (夏唐代)
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  3. Zhi-qing Zhang  (张智卿)
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Corresponding author

Correspondence to Wen-tao Hu  (胡文韬).

Additional information

Project supported by the National Natural Science Foundation of China (No. 10632040)

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Hu, Wt., Xia, Td. & Zhang, Zq. Dynamic torsional response of pre-strained end bearing pile embedded in pre-strained isotropic saturated soil medium. Appl. Math. Mech.-Engl. Ed. 34, 1521–1534 (2013). https://doi.org/10.1007/s10483-013-1764-8

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  • DOI: https://doi.org/10.1007/s10483-013-1764-8

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Chinese Library Classification

2010 Mathematics Subject Classification

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